Military Engineer Services Tender
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Costs
EMD
₹ 96,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_650432_2Bid Award Id
ViewTender No
GE(N)/TEZ/2024-2025/8908Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://defproc.gov.in
GEM & Bid Advisory Services
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BOQ Items
S & F PVC (SWR), type B as per IS 13592: 2013 single socketed soil waste pipes in any length with rubber ring joints, 110 mm dia, laid in trenches complete all as specified and directed.
25
-
-
S & F UPVC (SWR) bends without inspection door (any angle), 110 mm dia conforming to IS 14735: 1999 complete all as specified and directed.
10
-
-
Demolition of cement concrete(unreinforced) in ground floors and paving not exceeding 15 cm thickness (below or above ground level) complete all as specified and as directed.
56
-
-
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.
275
-
-
Demolition of ashlar facings, dressed stonework, precast concrete articles and precast concrete block walling built in cement mortar including all quoins, arches, pillars, etc. complete all as specified and directed by Engineer in charge.
2
-
-
M & L for sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
36
-
-
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.
60
-
-
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.
60
-
-
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.
515
-
-
M & L for 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.
275
-
-
M&L for chequered cement concrete tiles (with grey cement and pigment) 30 x 30 Cm and 25mm thick set and jointed in neat cement slurry in floor complete all as specified and directed by engr-in-charge.
275
-
-
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.
240
-
-
Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc. complete all as specified and directed.
83.32
-
-
M & L for brick work with sub class 'B' bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as specified and as directed.
37.8
-
-
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.
34.5
-
-
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.
210
-
-
M & L for cement concrete M10 (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.
8.75
-
-
Preparation of newly plastered surfaces on walls and applying two coats of white wash complete all as specified and as directed.
230
-
-
Dismantling timber scantlings in framed works, 40 sqcm and over in section, in any position complete all as specified and as directed.
2
-
-
Dismantling of plain or corrugated steel sheeting, any gauge, thickness including any pattern roof coverings complete all as specified and as directed.
52
-
-
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.
43
-
-
M & L for cement concrete in foundation, filling and mass concrete in M10(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed.
15
-
-
S&F for 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.
250
-
-
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.
820.12
-
-
M & L for 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.
40
-
-
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.
12
-
-
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
64.57
-
-
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
25
-
-
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. or for cable laying or water supply pipes lines etc or not exceeding 10 sqm on plan and getting out in soft/ loose soil complete all as specified and as directed.
145.75
-
-
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.
28
-
-
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.
100
-
-
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.
100
-
-
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.
43.18
-
-
Removing excavated material (soils) not exceeding 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed.
146.58
-
-
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 complete all as specified and as directed.
1
-
-
M & L for RCC M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate as in columns, pillars, piers, posts and struts complete all as specified and as directed.
3
-
-
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.
45
-
-
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.
15
-
-
Dismantling of wrought or mild steel work of any description such as in ladder work, bracing/supporting agle iron, roof top MS sheets, railings etc omplete all as spcified and directed
6.77
-
-
Dismantling posts or struts (wood, steel or RCC ) any section, including taking out embedded portion in concrete, brick work, masonry, etc and making good disturbed ground complete all as specified and directed.
64.8
-
-
Dismantling posts or struts (wood, steel or RCC.) any section embedded in natural ground, including taking out embedded portion and making good disturbed ground
24.3
-
-
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.
5.78
-
-
Excavating over areas not exceeding 1.5 m deep and getting out in soft/ loose soil complete all as specified and as directed.
45
-
-
M & L for walling (curved on plan to a mean radius exceeding 6 metre) of random rubble, uncoursed, well bonded, bedded and solidly hearted built in cement mortar (1:6) complete all as specified and as directed.
84.24
-
-
M & L for cement concrete M15 (Nominal Mix) using 40 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.
1.08
-
-
S & F PVC (SWR), type A as per IS 13592: 2013, plain pipes, 75 mm dia, in any length as weep holes fixed to walls complete all as specified and directed by the Engineer- in- charge .
39.6
-
-
M & L for hand packing (any thickness) using broken stone or boulders aggregate at back of walls, over arches etc. and raising (or lowering) to the required level complete all as specified and as directed.
10.8
-
-
Extra over stone walling of lime or sand stone for hammer dressing to face stones and dressing of face beds and joints with maximum depression of face from straight edge held against the dressed surface not exceeding 20 mm, of random rubble walling, uncoursed or brought upto course complete all as specified and directed by Engineer in charge.
72
-
-
M & L for keyed pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar (1:4) complete all as specified and as directed.
72
-
-
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.
360
-
-
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.
200
-
-
M & L for RCC M25 (Design Mix) using 20 mm nominal size graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed.
6.3
-
-
M & L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc.; vertical or to batter for rough finished flat surfaces of concrete complete all as specified and as directed.
14.4
-
-
S&F of geosynthetic material 75mm dia as in weep holes cover etc complete in all respect as specified and directed.
36
-
-
Dismantling of fencing wire mesh including tie rods, flat iron etc any type, complete in all respect as specified and directed.
300
-
-
S&F 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 in all respect as specified and directed.
300
-
-
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)
8.57
-
-
M&L mild steel round bar 10mm dia and over cut to length, bend to shape required, including cranking, bending spirally for hooping for columns, hooking and binding with and including mild steel wire (annealed) not less than 0.9mm dia(Fe-410-W or (Gde E-250) quality A or Fe 290 (Gde E-165) complete in all respect as specified and directed.
423.09
-
-
M&L flat iron (40x6mm) straps for securing corner posts and chain link fencing complete all as specified and as directed.
214.86
-
-
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.
39.22
-
-
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.
0.83
-
-
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 1:4 complete all as specified and as directed.
54
-
-
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.
108
-
-
M&L for preparation of new plastered or undecorated surfaces of wall/ceiling using wall care putty to fill the voids and applying two coats of cement base paint over a coat of alkali resistant priming paint complete all as specified and directed.
108
-
-
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.
8.12
-
-
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