Military Engineer Services Tender
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The MES has issued a formal invitation for competitive bids for the Military Engineer Services project, for Provision Of Civil Work Aircraft Arrestor Gear Aag At Ins Dega Visakhapatnam in Visakhapatnam, Andhra Pradesh, with an estimated contract value of Rs. 4,22,90,000. The bid opening date for this tender is 10-05-2025 and the last date for bid submission is 16-06-2025. Interested bidders for Military Engineer Services tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Military Engineer Services - MES Tender
Aerospace and Defence
Eprocure
Opening Date10 May 2025
Closing Soon16 Jun 2025
Tender Amount₹ 4,22,90,000
Costs
EMD
₹ 4,97,900Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_707705_1Tender No
8466/GEND/E8Tender 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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Excavating over areas nexc 1.50 m deep and getting out soft /loose soil for foundations complete all as specified and as directed.
3318.35
100
331835
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Excavation over area in depth beyond 1.5m upto 3.00 m for foundations complete all as specified and as directed.
96.39
53
5108.67
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M&L for broken stone or boulders of hardcore of gauge n exc 63 mm deposited, spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface complete all as specified and as directed.
140.45
10
1404.5
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Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering, etc complete all as specified and directed.
162.48
11
1787.28
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M&L for cement concrete type C2 1:3:6 using 40 mm graded aggregate in foundation filling and mass concrete complete all as specified and as directed.
354.47
1
443.08750000000003
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M&L for Design Mix (M-35) Foundation, including raftfootings, foundations beams, plinth beams,bases for column etc., basement slabs, underreamed piles and mass concrete complete all as specified and as directed.
678.508
-
-
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M&L,Reinforced cement concrete (design mix) M-35 but as in pavements , complete all as specified and as directed.
90
100
9000
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M&L for Boring for Bored cast in situ 500 mm dia piles 15 metres in soil and getting out and disposal of spoil to a distance 50 metres using DMC method (Direct mud circulation). Note: RCC M-35 Design mix and reinforcement shall be measured and paid separately.
1200
53
63600
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M&L for carrying out initial load test on 500 mm dia bored cast-in-situ piles as per IS-2911 (Part-IV) complete all as specified and as directed.
4
10
40
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M&L for carrying out routine load test 500 mm dia bored cast-in-situ piles as per IS-2911 (Part-IV) complete all as specified and as directed.(Note :Safe Design Load of the Pile is 56 MT)
4
11
44
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M&L for carrying out lateral load test on cast in situ piles 500 mm dia piles as specified in IS and directed.
4
1
5
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M&L for carrying out low strain integrity test on bored cast in situ piles, 500mm dia including analysing the result as per ASTM D 5882 and as directed.
80
-
-
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Chipping out Pile of 500mm Dia up to Cut off level including disposal up to a distance of 50m complete all as specified and as directed.
80
100
8000
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M&L mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns 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.
42378.15
53
2246041.95
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All as per Item No 16 here-in-above but 10mm dia bars as in stirrups
13655.04
10
136550.40000000002
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Form work for foundation footing , bases of columns &plinth beams similar work vertical or batter complete all as specified and as directed.
227.368
11
2501.048
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Returning, filling in, including, spreading, leveling, watering and well ramming in layers n.exc 25cm.
472.23
1
590.2875
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Removing excavated material n.exc 50m and depositing where directed at a level n.exc 1.50m above the starting point complete all as specified and as directed.
2268.9
-
-
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Material & Labour for applying Two coats of 100% Premium acrylic 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 shade (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 over new surfaces.
111.31
100
11131
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S&F standard wall pvc pipe, schedule 40 of 10 inch nominal dia, complete all as specified and as directed.
100
53
5300
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Supplying and laying 150mm inner dia of CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings but with CPVC Schedule 40 pipes & Plain Schedule 80 fittings in trenches complete all as specified.
120
10
1200
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S & F for Hard drawn steel wire fabric cut to lengths, bent to shape required and tying with and including mild steel wire (annealed) not less than 0.9mm in dia supplied and fixed in reinforcemnt, Weight per square metre n exc 4 kg, etc complete all as spd and directed.
240
11
2640
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S & F for Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment, Fe 410-W (Gde-E-250) quality-B,etc complete all as spd and directed.
544.32
1
680.4000000000001
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M&L 10mm thick rendering in cement plaster 1:3 with WPC @ 200ml per bag of cement (50KG) on fair faces of brick or concrete surface,etc completed all as specified. (WPC will measured and paid sepratly.
480
-
-
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Supply only Liquid water proofing compound
89.088
100
8908.8
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S & F for Grating square 150 mm size of PTMT (Minimum weight 100gms), etc complete all as specifed and directed.
4
53
212
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Formming groutting for baluters, newels,rag bolt etc and groutting with SIKA GROUT 212 or equivalent after balusters etc are fixed complete all as specified.
100
10
1000
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M & L for APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150 gms/sqm) land on primed surface by forced application complete all as specified
150
11
1650
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M & L for application of solvent cement of Oatey or equivalent for joining PVC complete all as specified and as directed.
20
1
25
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M & L for solvent cement of Oatey or equivalent for clearing PVC complete all as specified and as directed.
16
-
-
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M&L for solvent cement primer of Oatey or eqivalent for joining PVC complete all as specified and as directed.
16
100
1600
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M& L for applying two or more coats of non skid epoxy paint complete all as specified and directed
64
53
3392
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Material & Labour, painting 2mm thick of thermoplasdtic fiurocent paint, colour white or golden or any other shade, conforming to BS standard 3262 with 20 % glass beads(inter mixed)applied hot with automatic(commercial) machine drive in strips after preparation of surfaces as per manufacturer's instructions, making lines, broken lines/dashes, arrows etc on roads and other like surfaces exceeding 10 cm but not exc 30cm in width or girth complete .
266.365
10
2663.65
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Providing of Surveyor with one Total station machine and all instruments related to suryeving and data preparation of site all time during the execution of work complete all as specifed.
[a] Area shall be as decided by the Engineer-in-Charge and representative of users.
[b] One Surveyor including Operators and one helpor for Eight Hours per Day.
[c] Proper care shall be taken while suryeving of site to avoid any damage to the existing underground cables and pipelines etc. Damage if any occurs to the underground cables and pipelines, the same shall be made good immediately to match the existing and to restore the services and rate quoted is deemed to be including the same.
[d] The work is required to be executed along Main/Secondary Runway. Therefore, the work shall be executed during non-flying hours either during Day or Night without causing any disturbance for flying.
[e] The work is required to be executed in highly restricted area.
[f] Proper safety arrangement, equipment shall be provided by the contractor for workmen. [g] The rate quoted shall be deemed to be considering all the above provisions and nothing shall be paid extra on this account.
4
11
44
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Provind of One F-15 crane with One Driver and one Helper all time available at site for fixing of Arrester Barrier equipments at site as per the directions of user representative.
Note: [a] Area shall be as decided by the Engineer-in-Charge and representative of users.
[b] The work shall be carried out using F-15 crane Machinery as required at site.
[c] F-15 crane including Operators and Labour for Eight Hours per Day shall be treated as One Job.
[d] Proper care shall be taken while fixing of equipments to avoid any damage to the existing underground cables and pipelines etc. Damage if any occurs to the underground cables and pipelines, the same shall be made good immediately to match the existing and to restore the services and rate quoted is deemed to be including the same.
[e] The work is required to be executed along Main/Secondary Runway. Therefore, the work shall be executed during non-flying hours either during Day or Night without causing any disturbance for flying.
[f] The work is required to be executed in highly restricted area.
[g] Proper safety arrangement, equipment shall be provided by the contractor for workmen. [h] The rate quoted shall be deemed to be considering all the above provisions and nothing shall be paid extra on this account.
90
1
112.5
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M&L for soil stabilization of 150 mm sub grade soil by uniform mixing of cement OPC 43 grade/lime/other additives @5% cement by weight of soil (Percentage of cement /additives for estimation purpose only).Type of additive and percentage required for blending to be given in mix design). Item will include pulverization of soil ,spreading of additive,blending mix by tractor towed rotovator,addition of water /drying of mix to required moisture content and compaction using suitable vibratory roller to required 98% MDD.Provisions of IRC SP:89-2010 be referred to for this item complete all as specified and as directed.
1000
-
-
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M&L for laying and compacting 540 mm thick (compacted thickness) (150 mm each layer)Granular Sub base Course (GSB) grading as per Grade VI as specified Table 400-1 of Morth specifiecations for Road and Bridge works, 2013 in a single layer over compacted subgrade with natural sand,crushed gravel ,crushed stone,crushed slag, or combination thereof as per the grading required .The mechanicall mixed , spread and levelling on the subgrade by using motor grader of adequate capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density.Consolidation to required gradient and camber complete all as specified and as directed with finished surface tolenrances as per Table 900-1 of Morth specifications for Road and and Bridge works 2013 complete all as specifed and as directed.
100
100
10000
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M&L for laying and compacting 300 mm thick (compacted thickness)(150 mm Each layer) Wet Mix Macadam (WMM) grading as per table 400-13 of Morth specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of claen ,crushed ,graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 Kn static weight and consolidating to required gradient and camber complete all as specified and directed.The finished surface tolerance to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specifed and as directed.
100
53
5300
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M&L for Laying Dry lean concrete (DLC) 150 m thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day avearge compressive strength not less than 140 Kg/Cum DLC mixed in Batching plant, transported to site and laid by elctronic sensor paver including spreading and compacting using high amplitude temping Bars of paver (initial compaction) further by double drum smoth wheeled vibrator rollers with 80-100 KN static weight to achieve minimum dry density , necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge work 2013 complete all as specfied and as directed.
100
10
1000
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M&L for 10 mm thick sand cushion with clean river sand duly clear of residual , organic and deleterious materials spread evenly to uniform thickness laid over DLC layer as specified and directed
10
11
110
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Suply & Laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/sqm over tack coat/sand cushion as specified in the design with overlap between strips and at transverse joints as minimum 300mm complete all as specified and as directed.
100
1
125
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M&L for Pavement Quality concrete (PQC) of minimum 28 days field flexural strength of 45 Kg/Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15-2017, coarse aggregate of clean, hard strong, dense, non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 Kg/Cum of cement with non-circular, virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equvalent, with equivalent dia 15-40 micron, minimum melting temperature as 240 C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.50m width, including curing and tining by texturing cum curing machine complete all as specified and directed. Required surface texturing to be done as specified in clause 10.1.14 and table 9 of IRC 15-2017 complete all as specified and directed.
350
-
-
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M&L for cutting of construction join ts 25 mm deep and 10mm wide by early entry saw cut using diamond bit cutter of appropriate size, straight and smooth edges.Joint cleaned thoroughly with application of compressed air.Joint shall be made dry , vaccum cleaned and free of dirt ,oil,vegetation and oher debris .Application of two coats of primer with thin brush by forward and backward movement at an intervals of 30 minutes before placing the backup rod, and pouring the sealant .Placing of closed cell, medium density ,crossed linked polyethylene foam backup rod of 12mm dia, application of bond breaker tabe on topn of backup rod for complete width of the joint and filled with polyurethane based sealant complying with BS-5212,BS 4254 and EN-141875-2003 with minimum movement accomodation factor (MAF) of +/- 30% having minimum 10 year performance guarantee, applying masked tape after of sealant as per the method specified by the manufacturer complete as specified and directed.
72
100
7200
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M&L for forming dummy/contraction joint with an initial saw cut of 3 mm soon after the concrete has set , upto a depth of 1/3rd to 1/4th the thicknesss of the slab, widening the first saw cut to 6mm and 24mm deep, by using diamond bit cutter of appropriate size, striaght and smooth edges .Joint cleaned thoroughly with application of compressed air, Joint shall be made dry , vacuum cleaned and free of dirt,oil,vegetation and other debris.application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant ,Placing of closed cell, medium density ,crossed linked polyuthylene foam backup rod of 8 mm dia, application of boan breaker tape on top of back up rod for complete width of the joint and filled with polyuretane based sealant complying with BS-5212,BS 4254 and EN-141875-2003 with minimum movement accomodation factor (MAF) of +/- 30% having minimum 10 year performance guarantee applying masked tape after filing of sealant as per the method specified by the manufacturer complete as specified and directed.
52
53
2756
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S&F of rolled mild steel joist, channel, angle, post, fixed independently without connecting plates etc. (cut to ordinary length i.e. within 20 mm of length) confirming to Fe-410 Grade-E 250 complete all as specified and directed.
212.42
10
2124.2
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M&L for metal Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe 410-W(GdeE- 250) quality A complete all as specified and directed.
15.7
11
172.7
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M &L Preparation of new or previously untreated steel Surfaces and apply two coat of synthetic enamel paint over a coat of red oxide primer of any description, over 10cm in width or girth,not otherwise described etc completed all as spd and directed
119.6
1
149.5
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M&L for providing precast cement concrete type B1 1:2:4 (20 mm graded aggregate) in landings cover slabs, (for manholes etc) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and setting in mortar CM 1:4 complete with joints to match complete all as specified and as directed.
4.43
-
-
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M&L for applying one coat of retro reflective yellow collour paint with black/white border cold applied type exceeding 10 cm width or girth and, applied by skilled painter/ applicator with machine (Air/ Airless spray application) to obtain wet film thickness of 400 microns in single coat and dry film thickness of 200 micron and coverage @ the rate of 0.4 to 0.5 litres per sqm and application of drop of glass beads Type IV (Reflective Index 1.5) @ 350 Grams per Sqm, complete all as specified and directed.
310
100
31000
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S & F in repairs solar cat eye aluminium alloy shall (100% water proofing design according to 65) of size 125mm x125mm x25mm (shank 65mm) of high efficiency mono rystafie solar panel 2.4V / 0.3watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18000 mcd completed as per manufactures instruction etc all as specified and directed.
40
53
2120
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Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, Soft/dis integrated rock, etc complete all as specified and directed.
24
10
240
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M&L PCC 1:2:4 type B2 (using 40mm graded agg) as in foundation filling and mass concrete etc complete all as spd and directed.
10.584
11
116.42399999999999
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S&F mild steel rolled section conforming to Fe-410 (Gde E-250),quality A as in main and cross beams, hip and jack rafters, purlins where connected to common rafters fixed with angle cleats and other connecting plates etc. complete all as specified and directed.
2300
1
2875
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S & F for Roof trusses (framed), trussed,purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats, Fe 410-W (Gde-E-250) quality-A,etc complete all as spd and directed.
1096.32
-
-
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S & F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified etc completed all as specified.
168
100
16800
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S & F for Mild steel Anchor bolts.purpose made.with hexagonal or square head 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 30cm long, diameter of exc 20 mm but nexc 25 mm ,etc complete all as specified and directed.
91.008
53
4823.424
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S & F Pre-painted galvalume aluminum 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, fixed with self tapping screws as specified etc completed all as specified.
28.8
10
288
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Removing Excavated soils exceeding 250 M but not exceeding 500 M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and as directed.
761.1
11
8372.1
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M&L for old size brick work with flyash bricks straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and as directed.
144.48
1
180.6
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M&L 15 mm thick rendering on fair faces of brick work or concrete surfaces in cement mortar 1:4, finished even & smooth without using extra cement complete all as specified and as directed.
1238.4
-
-
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M&L applying three coats of white wash on newly plastered or unplastered wall surface including preparation of surfaces complete all as specified.
206.4
100
20640
... More
M & L for Reinforced concrete pipes, class NP3, laid and jointed complete with collars, bore of pipe in 300 mm, etc complete all as specifed and directed.
160
53
8480
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