Military Engineer Services Tender
View complete overview of Lakshadweep MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date5 Feb 2025
Closing Date5 Mar 2025
Tender Amount₹ 57,98,000
Costs
EMD
₹ 1,11,970Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_696542_1Tender No
81186Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Removing excavated material (Soil) to a distance n exc. 50 m and depositing where directed at a level n exc. 1.5 m above starting point complete all as specified and directed.
18.63
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M&L for cement concrete type D-2, 1:4:8 (40mm graded stone aggregate) as in foundation filling and mass concreting complete all as specified and as directed
19.54
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M&L for reinforcement cement concrete type A1 ,1:1.5:3 using 20 mm graded aggregate in nominal mixed 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.
3.53
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M&L for reinforcement cement concrete type A1 ,1:1.5:3 using 20 mm graded aggregate in nominal mixed as in Columns, pillars, piers, posts and struts complete all as specified and as directed.
6.75
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M&L for reinforcement cement concrete type A1, 1:1.5:3 using 20 mm graded aggregate in nominal mixed as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed.
1.4
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M&L for reinforcement cement concrete Type A1, 1:1.5:3 using 20 mm graded aggregate in nominal mixed as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed.
2.59
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Use and waste of formwork as wrough finished flat surface of sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to battercomplete all as specified and as directed.
10.08
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Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions etc in Square or rectangular shape complete all as specified and as directed.
54
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Use and waste of formwork in flat 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 complete all as specified and as directed.
9.9
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Use and waste of formwork in rough finished surface to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed.
16.56
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M&L for roof tiles, Mangalore Pattern, interlocking at side the size of tile match with existing tile joints laid in cement mortar 1:6 over 20 mm thick screed bed in CM 1:6. complete all as specified and directed.
20.7
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Demolition/ dismantling of brickwork or stone/ boulder PCC Block masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.
4.2
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Material and Labour for Pre cast cement concrete block masonry (Type C1, 1:3:6 using 20 mm graded aggregate) with solid blocks, exc 10 cm in width and setting in CM 1:6 complete all as specified and directed.
6.6
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Material and labour for rendering 15mm thick cement plaster on fair faces of brick work or concrete surfaces, in cement mortar (1:4), finished even and smooth without using extra cement complete all as specified and directed.
33
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Material and labour for rendering 10mm thick cement plaster on fair faces of concrete surfaces, in cement mortar (1:4), finished rough to receive surface finishes complete all as specified and directed.
80.46
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M&L for 20 mm thick Granite (of any type) work (table rubbed and polished) for wall lining (veneering to wall) 12mm thick in cement mortar (1:3) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed.
56.1
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M&L for Providing reinforced cement concrete type B-l, 1:2:4 (20 mm graded aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area exc 100 and n exc 250 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops as directed and fixed complete all as specified and as directed.
25.94
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S&F for MS 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 conforming to Fe-290 Gde E-165 complete all as specified and directed.
1800
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M&L for 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 two numbers of washers and one hexagonal or square nut length of bolt exc 15cm and n exc 22.5 cm long dia 11 to 15mm complete all as specified and as directed.
161.5
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Material and labour for preparation of new steel surfaces of any description, exceeding 10 cm in width or girth and applying two coats of Synthetic enamel paint over a coat of red oxide zinc crome primer complete all as specified and as directed.
74.2
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Material and labour for preparation of newly plastered wall surfaces and applying two or more coats of 100% premium acrylic weather proof emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, alkali & fungal resistance, dirt resistance exterior paint of required shape (company depot tinted) with silicon additives & 1.43 litre/10 Sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm complete all as specified and directed.
33
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M&L for painting on newly plastered or concrete surface with two coats of cement paint over a coat of alkali esistant priming paint complete all as specified and as directed.
385
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S&F for TMT (HCRM) reinforcement bars, 5mm dia and over upto and including 10mm dia 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 directed.
1800
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S&F for TMT (HCRM) reinforcement steel bars 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 complete all as specified and as directed.
3600
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Supply & Fix 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. complete all as specified and directed.
(Note : Each line wire to be measured seperately.)
78
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S & F RUST PROOF CONSEC ZAL Super Razor punched barb tape (SRPBT) ALUMINUM base helix coil with and including necessary G.I fixing clips for securing complete all as specified and as directed with following specification:- (i) Dia of coil(unstretched) - 610 mm (ii) No of Spirals – 6 spirals per per R.M, 51 Turns per coil. (iii) Weight of each coil with hessian pack – 8.5 Kg(±0.5). (iv) Central core wire :- Made from 2.60 (±0.5) mm dia G.I – High Tensile Wire as per IS-4454 galvanised as per IS-2629 . (v) Razor Punched Strip:- Razor punched tape is CONSEC-ZAL Steel comprising of Aluminium base with Zinc alloy @ 150 gm/ m2 conforming to ASTM A-792/A-792M with additional primer treatment of Epoxy/ Polyurethane & Final Paint Top coat of Caulifield green shade(BSL 139) by Hot Dipping process complete all as per manufacturers instructions.
650
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Dismantling structural steel work including doors, gates but excluding framed truss etc complete all as specified and directed.
4.5
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Supply and fix framed work as in doors or gates of Stainless steel of grade 304 (16702) , ASTM (86221) standard, welded types of stainless steel in tubular Sec including special shaped washer etc. At the top of the door spike should be provided for security pourpose for main Gate and shoud be provided a small inspection window for viewing outside of the gate when closed from inside etc complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-304, drilled for fixing of stainless steel sheeting or otther covering. The door should be open and closed by means of hinging device and providing of one wicket gate to in out normal traffic complete all as specified and directed.
1065
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Supply and fix 2.0 mm thick plain, stainless steel sheeting grade 304, polished 240 girt, white poly coat in gates, hips, valley gutters, drip & straight flashins (length and girth as fixed) fixed with welding complete all as specified and directed.
26
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S&F writing letters in English n exc. 10 cm high with (2X Indian Navy emblems and 1X MES emblems) as per sample kept in MES office , on 2.0 mm thick plain, stainless steel sheeting grade 304, polished 240 girt, size of the emblems sheets should not be less thatn area of 450mm X 450mm complete all as specified and directed.
6
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