Military Engineer Services Tender
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Costs
EMD
₹ 90,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_685563_1Bid Award Id
ViewTender No
GE(N)/TEZ/2024-2025/8976Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://defproc.gov.in
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Documents
BOQ Items
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Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out in soft/ loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance not exceeding 50 m and making good surface complete all as specified and as directed.
190
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Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and getting out in soft/ loose soil complete all as specified and as directed.
5.91
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M & L for cement concrete in foundation, filling and mass concrete in M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed.
19.91
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M & L for brick work with sub class 'B' bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:4 complete all as specified and as directed.
6.9
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Material and labour for plastering 10 mm thick on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and as directed.
30
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Preparation of newly plastered surfaces on walls and applying two coats of white wash complete all as specified and as directed.
30
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/ loose/ hard/ dense soil complete all as specified and as directed.
0.3
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Removing excavated material (soils) exceeding 250 m but not exceeding 500 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed.
3.45
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M & L for cement concrete M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs, slab staging for water tanks, filling of pressed steel door frame, fixing of hold fasts and the like including weathering, slightly rounded or chamfered angles and throating including necessary formworks complete all as specified and directed by Engineer- in-charge.
3.1
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S&F angle iron as in posts and struts in fencing incl cutting top to shape as directed, drilling holes, notching for wire etc and flat iron fillets for securing chain link fencing and similar work conforming to Fe-290 Gde E-165 all as specified and directed.
3917
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S & F in repairs Pre -PVC coated chain link fencing size of mesh 75 x 75 mm made out of 4mm dia GI wire to any type of standard rails, straining bolts etc complete all as specified and as directed.
138.6
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S & F in repairs Pre -PVC coated chain link fencing size of mesh 100 x 100 mm made out of 4mm dia GI wire to any type of standard rails, straining bolts etc complete all as specified and as directed.
970.2
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Fixing only chain link fencing MS galvanized 100 x 100 mm mesh fixed to RCC/ Iron post including securing or tying with GI MS wire stape etc complete all as specified and directed by Engr-in-charge.
277.2
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Supply only chain link fencing MS galvanized any size or type fixed to RCC post including securing or tying with GI MS wire stape etc complete all as specified and directed by Engr-in-charge.
776.16
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S&F 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)
44.1
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M&L Mild steel round bars 10mm dia & over,cut to length, bent to shape required, for strengthening of chain link fencing including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming to GD-I. IS-432 (Part I) complete all as specified and directed.
1367.1
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M&L flat iron (40x6mm) straps for securing corner posts and chain link fencing complete all as specified and as directed.
391.25
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S & F mild steel screw bolts (machine made), diameter of neck 5 to 10 mm with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, not exceeding 5 cm long complete all as specified and as directed.
58.8
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Preparation of newly or previously untreated steel surface of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed by Engineer-in-Charge
70.8
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Preparation of newly or previously untreated steel surface of any description not exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed by Engineer-in-Charge
242
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Dismantalling of cement concrete (unreinforced) in ground floors and pavings not exceedings 15 cm thickness (below or above ground level), complete in all respect as specified and directed.
79.86
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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 as specified and as directed.
139
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M & L for hardcore (broken stone or boulders) of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.
62.55
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M & L 75 mm thick plain cement concrete M10(Nominal Mix) using 40 mm nominal size graded stone aggregates finished surface even and fair without using extra cement including necessary expansion joint and filling compound as in plinth protection all as specified and as directed.
382.25
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M & L for cement concrete M15 (Nominal Mix) using 40 mm nominal size graded crushed stone aggregate 100 mm thick in flooring finished even and smooth without using extra cement complete all as specified and as directed.
312.75
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S & F PVC (SWR), type B as per IS 13592: 2013 single socketed soil waste pipes in any length with rubber ring joints, 75 mm dia, laid in trenches complete all as specified and directed.
166.8
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M&L for pre polished coloured chequered cement concrete tiles made with grey cement and pig-ments of size 20 cm x 20 cm x 25 mm thick, set, jointed and pointed in neat cement slurry over in pavement / footpath complete all as specified and directed.
382.25
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M & L for over screed bed or bedding layer of mortar 15 mm thick in cement mortar 1:4 for laying floor finishes complete all as specified and as directed.
382.25
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Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M35 grade conforming to IS 15658-2006 made by block making machine with strong vibratory compaction, of approved size, design & shape, cast in rubber mould, glossy finish of approved colour, laid in required colour and pattern over and including 30 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. complete all as specified and as directed.
312.75
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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.
9.38
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M & L for cement concrete in surface channels and drains in M10(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed.
3.6
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M & L for brick work with sub class 'B' bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:6 complete all as specified and as directed.
28.8
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M & L for rendering/plastering 15 mm thick in cement mortar 1:4 on faces of brick or concrete surfaces and finished the surface even and smooth without using extra cement complete in all respect as specifified and directed.
28.8
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M & L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc. complete all as specified and as directed.
18
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Add or deduct for each 25 mm girth or part thereof over or under 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc. complete all as specified and as directed.
4
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M & L for RCC M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5 m span including dismatalling of existing RCC complete in all respect as specifified and directed.
0.8
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M & L for RCC M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate as in columns, pillars, piers, posts and struts including dismatalling of existing RCC complete in all respect as specifified and directed.
1.7
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M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips and including welding has to be done with minimum 20 cm over lap for new and old of any height. Complete all as specified and as directed.
190
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M & L for mild steel TMT bars 6 mm to 8 mm dia, cut to length, bent to shape required, including hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips and including welding has to be done with minimum 20 cm over lap for new and old of any height. Complete all as specified and as directed.
70
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M & L for formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished flat surfaces of concrete complete all as specified and as directed.
20
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M & L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished flat surfaces of concrete complete all as specified and as directed.
4
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Supplying and laying in repairs reinforced concrete pipes with collars, 300 mm internal diameter, class NP2, laid and jointed with stiff mixture of cement mortar (1:2) complete all as specified and as directed.
5
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M&L concrete bed to drain pipes 300mm bore of pipe including packing under and completely surrounding pipes with cement concrete 1:3:6 type C2 after they are laid and tested complete all as specified and directed.
5
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Resecuring or easing & adjusting without taking down wooden door shutter area exceeding 2.00 sqm each complete all as specified and as directed.
1
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M&L framed work as in doors or gates of angle or other section with gusset plate plates rails braces etc complete drilling for fixing of steel sheeting or other covering materials or welding complete all as specified and directed including fixing, complete all as specified and directed.
230
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Dismantling timber scantlings in framed works, 40 sqcm and over in section, in any position complete all as specified and as directed.
2
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S&F mild steel work in tubular trussess / posts including special shaped washers etc complete using ERW or including butt welded tubes confirming to IS 1161 - 1979 grade St -240., structural steel is painted one shop coat of zinc chromate primer paint (incl preparation of surface) at contractor's workshop before fabrication complete all as specified and directed.
896.67
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M & L in repairs pre-painted hot-dip aluminium-zinc alloy metallic coated corrugated steel sheet, any pattern corresponding to IS 15965:2012 of durability class 3, atmospheric classification category 3, coating class AZ150, 0.50 mm thick, of an approved colour and having yield strength of 550 MPa as in roof covering fixed with self tapping screws as specified including necessary scaffolding and safety measures at any floor complete all as specified and as directed.
110
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M & L for pre-painted hot-dip aluminium-zinc alloy metallic coated plain steel sheet as per IS 15965:2012 of durability class 3, atmospheric classification category 3, coating class AZ150, 0.50 mm thick, of an approved colour and having yield strength of 550 MPa as in ridge/ valley/ gutter fixed with self tapping screws as specified including necessary scaffolding and safety measures at any floor complete all as specified and as directed.
55
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