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
2025_MES_693914_1Tender No
8939/NIT-67/24-25/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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M & L for PCC 1:3:6 Type C2 using 40mm graded aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.
88.2
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Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and as directed by the Engineer-in-Charge
630
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Supply only chain link MS galvanisd fencing, any size or type complete all as specified and as directed by the Engineer-in-Charge
1417.5
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S&F Mild Steel work for for hand rails, half round or other stock section or core for wooden handrail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; 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., and similar work confoRunning Metering to Fe 410-0 or Fe 310-0 complete all as specified and as directed by the Engineer-in-Charge
1200
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Ditto all as per item above but except mild steel work (obtained from dismantling of old posts and struts in fencing) complete all as specified and directed by Engineer -in-Charge
250
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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 straining 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 complete all as specified and as directed by the Engineer-in-Charge
15
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M & L for mild steel round bars of 10mm 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 quality confoRunning Metering to Gd I, IS-432 Part I complete all as specified and as directed by the Engineer-in-Charge
450
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S & F 5-10mm dia of shank mild steel screw bolts (machine made) 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, exc 5cm but n exc 10cm long complete all as specified and as directed by the Engineer-in-Charge
50
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Material and labour for mild steel work Square/tubular poles/post including special shaped washers etc. complete using ERW or induction butt welded tubes conforming to latest relevant IS grade St-240 including one coat of synthetic enamel paint over a coat of red oxide complete all as directed.
9500
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Supply & Fixing Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick AZ 150 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 & directed by Engineer-in-charge.
1250
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Supply & Fixing Fibre glass reinforced translucent Plain sheeting with side lap fixed with coach screw and washer in roof, wall etc complete all as specified and directed by Engr-in-Charge
250
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Prepation of new surfaces of steel any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified.
200
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Prepation of new surfaces of steel any description n. exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified.
120
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Demolition of brick work or stone / boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, in any description including cleaning and stacking serviceable brick for re use and balance removing rubbish from the site complete all as specified and as directed by Engineer-in-charge.
15
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Material and labour for brick work with sub class ‘B’ old size burnt clay bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:6) complete all as specified and as directed by Engineer-in-charge.
35
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Material and labour for brick work with sub class ‘B’ old size bricks (old serviceable bricks obtained from demolition/dismantled item shall be reused ) straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:6) complete all as specified and as directed by Engineer-in-charge.
15
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M & L for PCC 1:4:8 Type D2 40mm graded aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.
3
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Taking down cement or cement lime plaster from brick wall etc including racking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.
550
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Material and labour for rendering/plastering 15mm thick in cement mortar (1:4) on any face of Brick walls or concrete surfaces (external surface), finished even and smooth without using extra cement, complete all as specified and as directed by the Engineer-in-Charge.
750
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Material and labour for preparation of new plastered surface and newly plaster in patch works on surface of walls/pillars /cornices by brooming down with using broom/sand papering or by any other mean, washing down with water and applying two coats of cement base paint as per approved tint/colour with using paint brush complete all as specified and as directed by Engineer-in-Charge.
750
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M&L for PCC 1:3:6 type B1 20mm graded aggregate as in foundation, filling mass concrete complete all as specified and directed by Engr-in-Charge
16
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M&L for Cement concrete 1:2:4 type B2 (40mm graded aggreagate ) as in surface channels and drains comlete all as specified and directed
3
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Material and labour for PCC (1:2:4), type C-1 using 20 mm graded stone aggregate as coping & similar work etc complete all as specified and as directed by Engineer-in-charge.
2.5
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Extra for fo Running Metering fair finished drain or channel exc 30 cm inner girth in cement concrete, using ex- tra cement, including foRunning Meters, moulds, mi- tred/stopped ends complete all as spcified and directed by Engr-in-Charge
200
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Demolition stone/marble slabs of any description or thickness as in floors/ cooking platfoRunning Meter/steps etc. laid bedded and pointed in any mortar including removing rubbish material from the site complete all as specified and as directed by Engineer-in-charge
93.5
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Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 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 by Engr -in-Charge
935
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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. complete all as specified and direcated by Engr-in-Charge
5
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Supply & Fixed in repair SFRC (Steel fibre reinforced concrete) cover and frame (heavy duty HD-20 grade designation) size of cover 0.70 x 0.70 conferming to IS 12592, fixed in cement cocrete 1:2:4, complete all as specified and directed by Engineer-inCharge.
260
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