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 Pcc Hard Standing At Cross Lane 4-5, Provision Of Stair Case For Emergency Exist For Qc Department, 43 Bldg And Demolition Of Building Nos. P 50b And P 59 (portion Of Rtc Bldg) At Naval Dockyard, Visakhapatnam Under Ge (i) Dm, Visakhapat in Visakhapatnam, Andhra Pradesh, with an estimated contract value of Rs. 68,36,000. The bid opening date for this tender is 12-05-2025 and the last date for bid submission is 09-06-2025. 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
Civil And Construction
Eprocure
Opening Date12 May 2025
Closing Soon9 Jun 2025
Tender Amount₹ 68,36,000
Costs
EMD
₹ 1,27,540Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_707801_1Tender No
8302/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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M&L for PCC 1:4:8, type D2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.
179.2
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M&L for 100m thick cement concrete type B2, 1:2:4 (using 40mm graded stone aggregate) as in sub base of flooring complete all as spcified and directed.
1782
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M&L for forming 12mm thick expansion joints for thickness of slab 150mm filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade 'B' complete all as specified and directed.
115
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M&L for forming constrution joint 30mm deep x 10mm wide filled with sealing compound and sealed with sealing compound, Grade 'B' complete all as specified and directed.
53
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M&L for finishing surface of concrete roads, pavements by brooming complete all as specified and directed.
1782
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Cutting openings through walls for door, window and other openings or enlarging existing openings, etc., or cutting out defective masonry for underpinning including providing, fixing and removing, shoring, cleaning and stacking stone and removing surplus to store and rubbish off the premises in old masnory wall built in cement mortar complete all as specified and directed.
0.84
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Forming jambs, etc., to openings (to foregoing item), with stone supplied by MES including cutting, toothings and properly bonding into old work, including facing and pointing (if necessary) to match existing work, in cement mortar 1:4 complete all as specified and directed.
2.08
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M&L for preparation of new plastered surfaces of wall and applying two coats of distemper oil emulsion over a coat of primer with 3mm thick wall care putty on wall complete all as specified and directed.
2.08
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Excavating in trenches, not exc 1.5 M wide and not exc 1.5 M in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. nexc 10 Sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed.
10
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M & L for cement concrete 1:2:4 for (20mm graded 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 directed.
9
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M&L for framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed.
2300
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M&L for Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirming to Fe 410 -W (Gde- E- 250) quality- A Fe complete all as specified and directed.
1300
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S&F 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 specified and directed.
100
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M&L for preparation of new steel surfaces of any descriptions over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide/ zinc chrome complete all as specified and directed.
100
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S&F pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of and colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws all as specified and directed.
35
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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 all as specified and directed.
8.4
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M&L for complete removal of existing treatment on walls and Material & Labour for applying Two or more 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.. ( in bldg height upto 9 mtrs.) all as specified and directed.
100
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Surface excavation soft / loose soil, n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out and disposting off out side MD land complete all as specified and directed.
50
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M&L for 75mm thick Cement concrete type B-2,1:2:4 (40mm graded aggregate) as in sub base of flooring complete all as specified and directed.
50
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M&L for chequered cement concrete tiles with grey cement and any pigments 30cm x30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors and incl cement screed 15mm thick in 1:6 complete all as specified and directed.
50
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Removing excavated soil material exc. 1.5km but n.exc. 15km and disposing off the excavated material out side Naval Dockyard premises complete all as specified and directed.
18.75
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Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.
213.66
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Demolition of brick work or stone masonry built in cement mortar including all quoins, arches, pillars etc and removing the debris to a distance 5KM away from the Dockyard premises all as specified and directed.
659.82
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Taking down chowkats or frames exc 1.5 SqM but not exc 4 SqM each (without taking off shutters from the frame) all as specified and directed.
44
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All as per item No. 1.26 above, but not exc 1.5 SqM each.
46
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Dismantling worught iron or mild steel work of any description not otherwise provided for all as specified and directed.
9.71
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Dismantling floor, hearth or wall tiling or stone slabs of any description and in any position including cement mortar bedding (but not backing) removing and rubbish off the premises complete all as specified and directed.
307.6
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Demolition of cement concrete of any description and in any position and removing the material away from Dockyard premises complete all as specified and directed.
49.58
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Taking down GI tubing 15mm dia with all connection all as specified and directed.
55
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Taking down GI tubing 25mm dia with all connection all as specified and directed.
15
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[SCHEDULE 'A' PART-II [E/M WORKS]
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Excavation in trenches not exc. 1.5M wide and not exc. 1.5M in depth and getting out in soft losse soil all as specified and directed.
30.38
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Excavation in trenches not exc. 1.5M wide and not exc. 1.5M in depth and getting out in soft disintegrated rock (considered for road cutting) all as specified and directed.
10.13
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Returning, filling in including spreading, leveling, watering and well ramming in layers not exc. 25cm thick complete all as specified and directed.
36.45
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Removing of excavated material not exc. 50M and depositing where directed at a level not exc. 1.5M above the starting point complete all as specified and directed.
4.05
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Supply and fixing HDPE double wall pipe corrugated pipe of size 40mm dia for cable protection laid in trenches in lieu of sand/brick protection all as specified and directed.
190
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Supply and laying in trenches XLPE insulated, armoured, heavy duty electric cable with stranded aluminium conductor, 1100 volts grade cross section area 25 Sqmm 4 core and connection complete with aluminium cable lugs all as specified and directed.
120
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Supply and laying in trenches XLPE insulated, armoured, heavy duty electric cable with stranded aluminium conductor, 1100 volts grade cross section area 16 Sqmm 4 core and connection complete with aluminium cable lugs all as specified and directed.
200
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M&L for steel tubular swaged pole complete with cast iron base plate , final taper plug bolts nuts and screws as specified type 410 SP-64 and made out of structural steel tube and painted internally with a coat of bituminous paint and externally one primer coat, one under coat and one finishing coat of aluminium paint as specified type (12 mtr long) and numbering of pole using stensil with red colour background and black colour paint all as directed and specified.
Note: (i) Contractor has to arrange for Crane/jenny/manipulator/ladder for carrying out the work and quoted rate is inclusive of it. (ii) Drawing of the pole showing details of fixing and coping dimensions and specifications shall be approved by Engr-in-charge.
6
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S/F MS cross arm/ring bracket, bracings, supports, clamps, nuts, bolts and washers on Pole including painting with one primer coat, one under coat and one finishing coat of aluminium paint incl dismantling taking down unserviceable one all as specified and directed.
200
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Supply and fixing PVC insulated, PVC round sheathed submersible copper flexible electric cable 2.5 sqmm 3 core, 1100 Volts grade complete all as specified and directed.
40
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S & F Flood light fitting LED 250 watt complete all as specified and directed,.
24
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M & L for Earthing complete with galvanised steel pipe electrode, 40mm bore, medium grade, 2.5 mtr long buried directly and vertically in ground with top edge at ground level after making bore hole of size not less than 300 mm dia and 2.65 Mtr long using suitable mechanical drilling rig or mannually (for drilling near the specified location), connected with galvanised wire of size 4mm all as shown in Plate No-2, connected to the earthing test point, concrete pit in PCC 1:3:6 type C-2with RCC precast pit cover slab 400mmx400mmx80mm with handle for lifting made out of 8mm dia MS rod, funnel, wiremesh, charcoal and salt in alternate 150mm thick layers around GI earth pipe, including necessary returning filling in & removal all as specified or indicated in SSR Part-I, including testing to achieve earth resistance value as per IS specification on completion.
3
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M&L for earth continuity conductor or main earth lead fixed to wall of batten or recess or chases or buried in ground or drawn in conduct/pipe or any other indicated situation for loop earthy etc of 32x6 mm including taking down old unserviceable one complete all as specified and directed.
150
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S&F on wall/pole timer enclosure panel complete with timer Analog time switches heavy duty of 230 V 50Hz, power contactor 3 phase MNX 18 , 415V, 63 amps, 100A MCCB, TPN, 16KA, 'C' with rotary switch with connector for incoming and outgoing cable entry complete all as specified and directed
1
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M&L concealed point wiring with with 1.5 sq mm (nominal area), PVC insulated, stranded single core unsheathed FRLS copper conductor cable drawn through with PVC conduit medium grade with all fittings and accessories of PVC conduit/ casing caping (like Tee, bend etc) complete fixed to walls etc with and including 1.5 sqmm (nominal area) PVC insulated stranded single core unsheathed FRLS copper cable as earth continity wire connecting to common earth point including fixing modular switch socket regulator etc. complete all as specified and directed including necessary chase cutting for conduits to walls, floors and sinking boxes and making good to walls, floors complete all as specified and directed.
(a) One light point point controlled by one 5 Amps switch one way
4
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Supply & fix modular type switch 6 Amp 2 way single module all as specified and directed.
4
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S&F modular coverplate with support plate for 02 modules with Anodised metal boxes all as specified and directed.
2
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S&F ceiling rose, 3 phase /PVC/polycarbonate,isolated body all as specified and directed.
4
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Supply and fixing LED lights fitting 1x 20W, 220V, AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and directed.
4
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Taking down carefully copper / aluminium point wiring (light, fan, socket or power) complete, with fittings & fixtures such as switches, ceiling roses, pendants, regulators, sockets, light fittings etc. removing materials from the site and making good disturbed surfaces of walls, floors, etc., complete all as specified and as directed.
112
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Taking down unserviceable main switches, DBs, bus bars chambers including all fittings and fixtures etc complete from existing main boards and removing from site complete all as specified and directed.
4
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Taking down old unservicable cable of size upto 25 Sqmm 4 core complete all as specified and directed
180
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