Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date18 Dec 2024
Closing Date8 Jan 2025
Tender Amount₹ 47,50,000
Costs
EMD
₹ 95,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_689243_1Tender No
C/8432/24-25/E8 / Token 95 of 2024-25Tender 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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M & L for 10 mm thick, screed bed as in roof in cement mortar 1:3 finishing the surfaces even and smooth without using extra cement mixed with water proofing compound as per manufacturer's instructions complete all as specified and directed. (Note: WPC shall be measured and paid seperately)
510
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M&L for preparation of horizontal or vertical surfaces for water proofing treatment on existing cleaned non accessible RCC roof with the following specification and manufacturings instruction complete all as specified and as directed:-
(a) Preparing and cleaning of fully dry surfaces as per IS3067-1966
(b) Applying bitumen primer(85/25 grade)conforming to IS:3384-1968 over the cleaned plaster surface @ 0.5 Ltr per sqm by the same membrane manufacturer of density at 25°C, 0.87 to 0.89 kg / Liter and viscosity 70-160 cps shall be applied on the prepared surface.
(c) Applying a layer of APP based polymeric membrance 3.0mm thick (minimum) weight 3.6Kg per sqm (reinforced) with polyster Non woven fabric weighing not less than 160gms per sqm by torch application.
The over laps shall be minimum 100mm on the transverse direction and 75 mm on longitudinal direction. (d) Applying one coat of aluminium paint @0.10 ltr per sqm over APP based polymeric membrane.
510
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Demolition of brick work or stone / boulder masonry, built in cement mortar including all quoins, pillars etc and disposal of debris and rubbish outside MD land as directed by the Engr-in-Charge.
16.3
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M&L for reinforced cement concrete M-30 (Design Mix) using 20mm graded stone aggregate as in fins, fascias, louvres,
parapets, and railings exc. 60cm in height, newels, balustrade, and the like complete all as specified and directed
10.3
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Use and waste of formwork to fins, louvers, fascia complete all as specified and directed by Engineer-in-Charge.
68.64
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M&L for reinforced cement concrete M-30 (Design Mix) using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, desk slabs and in shelves. complete all as specified and directed by Engineer-in-Charge.
10.5
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Use and waste of form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work n exc 200 mm thick ( horozontal or slopping) for rough finished surface flat or curved of concrete complete all as specified and directed by Engineer-in-Charge.
75
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S & F high strength corrosion resistant TMT steel bars 10 mm dia., and over cut to length, bend 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 or securing with clips quality complete all as specified and directed.
2010.05
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S & F high strength corrosion resistant TMT bars 5mm dia and over upto and including 10mm dia in strirrups, spacers and binders spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips etc complete all as specified and directed.
458.5
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M & L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished the surfaces even and smooth without using extra cement complete all as specified and directed.
120.12
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M&L for preparation of new platered surface of wall and applying two coats of weather proof exterior acrylic emulsion paint having dart pick up resistant,silicon enhanced,UV resistant and PU enhanced property over a coat of alkali resistant primer including all necessary scaffolding,complete all as specified and directed. Note :- Painting work shall be carried out acoording to Smart Painting procedure mentioned in PS
120.12
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Dismantling wrought iron or mild steel work or SS work of any description not otherwise provided for complete all as specified and directed
15.44
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Fixing only stainless steel railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and directed. Note : Old SS work dismantled against item no 15 shall be refixed.
1544.4
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S&F stainless steel (Grade 316) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and directed.
850
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M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed.
6
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Taking down eaves gutters and rainwater/soil/waste pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc.complete all as specified and directed
90
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S & F 160 mm bore, PVC (SWR), Soil waste and vent pipes in any length with or without ears, with cement joints fixed to wall, etc with all necessary fixing arrangement complete all as specified and directed.
60
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S & F 110 mm bore, PVC (SWR), Soil waste and vent pipes in any length with or without ears, with cement joints fixed to wall, etc with all necessary fixing arrangement complete all as specified and directed.
30
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S & F 110 mm bore, PVC (SWR) bends of any radius complete all as specified and directed.
20
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S & F 110 mm bore PVC (SWR) junction single T Equal / unequal complete all as specified and directed.
12
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S & F 110mm bore PVC (SWR) branch piece, single(single y) equal or unequal complete all as specified and directed.
6
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S & F 110/160 mm bore, PVC (SWR) reducer complete all as specified and directed.
6
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S & F 110mm bore, PVC (SWR) vent cowl complete all as specified and directed.
3
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S & F 110 mm bore, PVC (SWR) floor trap, P type including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed.
15
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M&L for preparation and water proofing treatment in joints in roof slab from top with the following specification and manufacturings instruction complete all as specified and as directed:- (a) Preparation of joint portion by cutting groove of thickness not exceeding 15 cm and removal of loose morter and any other loose materal from the groove and clean by air blower. (b) Making good of V groove with micro concrete. (c) Insertion of backer rod in the groove up to slab lebvel. (d)Application of single-component, non-sag, medium- modulus, moisture-cure, polyurethane hybrid joint sealant on the groove av 38 mm wide and 12 mm thick with proper finish. (e ) Cleaning the groove area with air blower after 24 hrs of sealent application and fixing of tape band 100 mm wide along the joint. (f) Finally application of one coat PU based liquid applied single
component elastomeric waterproofing membrane over tape band on entire groove. Make :- (i) Micro Concrete:- Renderoc RG of FOSROC or equivalents solutions SIKA/STP/Dr Fixit as approved by GE. (ii) Joint sealant :- NITOSEAL PU50 of FOSROC or equivalents solutions SIKA/STP/Dr Fixit as approved by GE. (iii) PU based liquid waterproofing membrane: NITOPROOF 600 pf of FOSROC or equivalents solutions SIKA/STP/Dr Fixit as approved by GE.
90
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M&L for preparation and water proofing treatment in joints in roof slab from bottom with the following specification and manufacturings instruction complete all as specified and as directed:- (a) Cleaning the joint portion to remove algae, oil, grease, rust particles, any other contaminants, etc;remove any loose dust in expanion joint portion and place baker rod of diameter slighlty greater than width of joint at a height of 100 MM from bottom of joint. (b) Use and waste of shuttering using 12MM ply boards on bottom side of joint up to 50 MM on both sides of joint.
(c) Drill holes on ply board at minimum spacing of 300 MM and install non return metal injection packers. (c) Injecting waterproofing acrylate gel sealant through packers installed to fill the expansion joint from bottom side using double component high pressure injection grouting pump as per manufacturer's guidelines to fill all the joint portion till bottom portion of baker road fixed and allow it to cure for 48 Hrs
before de shuttering. Make :- (i) Waterproofing acrylate gel sealant:- MC Injekt GL 95 TX or equivalents solutions of FOSROC/ SIKA/STP/Dr FIXIT as approved by GE.
90
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Surface dressing n exc 15 cm deep and getting out in soft loose soil complete all as specified and directed
80
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Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, trenches for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft/disintegrated rock complete all as specified and as directed.
12
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M&L for Plain Cement Concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.
9.2
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M & L for hardcore of gauge exc 63 mm but n.exe 100 mm of broken stone or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
8
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M&L for reinforced cement concrete M-30 (Design Mix) using 20mm graded stone aggregate as in foundation, plinth beams, bases of columns and mass concrete complete all as specified and directed by Engineer-in-Charge.
3.6
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M&L for reinforced cement concrete M-30 (Design Mix) using 20mm graded stone aggregate as in Columns, pillars, piers, posts and struts etc. complete all as specified and directed by Engineer-in-Charge.
1.84
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Use and waste of form work to formwork to 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 batter complete all as specified and directed by Engineer-in-Charge..
14.4
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Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions flat or curved of concrete complete all as specified and directed by Engineer-in-Charge.
24.48
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M&L for 10 mm thick rendering on fair faces of brick work or concrete surfaces in cement mortar 1:6 finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.
7.2
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M & L for preparing newly plastered surfaces of walls, etc and applying three coats of white wash complete all as specified and directed.
7.2
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Removing excavated materials exc 250 m but n. exc 500 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed.
12
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M & L for Sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed.
4
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M & L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigment complete all as specified and directed.
80
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M&L for providing, plain cement concrete 1:2:4 type B1 (using 20 mm graded aggregate) as in roof kerbs or mud stops, rounded or
chamfered on edges including necessary formwork complete all as specified and directed.
0.72
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M&L for Plain Cement Concrete 1:2:4 type B-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.
0.6
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Supply only integral water proofing compound (ISI marked) complete all as specified and directed.
25
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S & F MS steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S. 1161-1979 grade St-240 complete all as speicfied and directed.
1766.23
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S & F rolled mild plates (plain or chequered) channels, square cut or notched, forming holes with riveted, bolted or welded attachment conforming to Fe 410W Gr E-250, quality-A complete all as specified and directed.
188.4
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S & F of 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 with diameter of shank 11to 15 mm, but length of bolt exc 10cm but n.exc 15cm long all as specified and as directed.
21.79
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S & F Pre-Painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as per manufacturer's instruction complete all as specified and directed.
103.4
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Supply and fixing pre-painted galvatume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, ridges , valley gutter etc fixed with self tapping screws complete all as specified and directed.
5.5
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M&L for preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc primer complete all as specified and as directed.
61.2
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Taking up or down 20mm bore, Steel tubing and connections complete all as specified and directed.
20
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Supply, laying, connection and testing, 20mm bore, Steel water tubing, galvanised, medium grade with all fittings and fixed complete to walls and ceilings or laid in floors, etc complete all as specified and directed.
20
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Supply, installation and testing inverter split AC units indoor/outdoor complete with cordless remote control with inbuilt air ioniser and plasma filter for better indoor air quality, minimum 5 star rating,copper condenser,copper cooling coil and EER 3.2 of capacity 2.0 TR including 2.5 sqmm 3 core flex copper cable connection from indoor to outdoor unit as per site requirement including making holes of required dia on walls and necessary masonry work for making good distrubuted surface and match with the existing colour complete all as specified. Note :- Copper pipe , insulation and connecting cable, angle iron bracket will be neasured and paid separately under respective item Make: Bluestar,Carrier,Voltas,LG, Daikin ,Hitachi ,O-General
8
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S & F voltage stabilizer of capacity 5 KVA, single phase, input working voltage 170-250 Volts, metal body with time delay system, wall mountable, built in thermal overload protection, low & high voltage cut-off protection, micro controller based design complete all as specified and directed. Make: V-Gaurd model no VG-500 or equivalent model of make mentioned in PS
8
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Supply and fixing copper pipe line heavy duty 1/4" dia with insulation,flair nuts as sunction/ discharge pipe of split AC complete all as specified and directed.
15
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Supply and fixing copper pipe line heavy duty 1/2" dia with insulation,flair nuts as sunction/ discharge pipe of split AC complete all as specified and directed.
15
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Supply, laying, connection and testing in repair, 25 mm outer dia of CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified and directed
16
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S & F UPVC cable trunking casing and capping of size 50x50 mm including cover, bends, elbow, coupler, tees, internal and external bends, arranging existing cables/copper refrigerator pipe etc and making good the disturbed surfaces to match with existing surfaces complete all as specified and directed.
25
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S & F MS stand for mounting outdoor unit of Split Ac of capacity 2.00 Ton complete all as specified and as directed.
8
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