Military Engineer Services Tender
View complete overview of Goa MES Tender
Costs
EMD
₹ 90,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_MES_512762_1Bid Award Id
ViewTender No
8436/22/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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M & L for running welding in repairs thickness of metal to be welded exceding 6 mm but not exceeding 9mm
50
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Welding in repairs thickness of metal to be welded exceding 9 mm but not exceeding 20 mm and exc 2.5cm but n exc 5cm in length
50
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Overhauling the bottom wheel and existing gear system of bottom wheel of hanger steel door incl dismantling from the steel door and refixing in the same position incl derusting cleaning and greasing of wheel & bearings without taking down door complete all as directed to make in serviceable condition.
15
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All as per item No 6.00 above but incl replacement of two bearings
15
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Overhauling the top wheel incl derusting, cleaning and greasing incl. dismantling and opening of bearing and making serviceable for smooth functioning of door complete all as directed without taking down shutter.
15
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S&F bottom wheel of hangar in cast iron including bush bearing axle and all other necesssary items as per the existing design after taking down the shutter incl replacement of existing wheel with new wheels.
3
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All as item No. 9.00 above but top wheel
3
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S&F for sealing holes around 'J'/'L' bolts in CGI sheets roofing of hangers/building with using silicon solusion doctor fixit or wilson 10 all as per manufacturer instructions and as directed by Engr-in-Charge
150
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M&L for taking out old bolts from any type of roof and sealing with one bitumen and one curved GI washer on either side and provision of new J/L hooks/6mm dia GI bolts and nuts all set in stiff white lead all as directed by Engr-in-Charge
20
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M&L for taking out old bolts from any type of wall cladding and sealing with one bitumen and one curved GI washer on either side and provision of new J/L hooks / 6mm dia GI bolts and nuts all set in stiff white lead all as directed by Engineer-in-Charge
5
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M&L to bottom wheel of hanger steel door with replacement of bush bearing axle and tighting to crank and chain greasing to wheel cranke and chaine to make it serviceable for smooth run incl replacement of existing wheel with new wheels.
5
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Preparing new surfaces of iron and steel and removing existing treatment and applying one coat of redoxide zinc chrome primer and two coats of Epoxy anti-corrosive paint over 10 cm width or girth
150
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M&L for preparation of old steel surface and applying one coat of Epoxy anticorrosive paint over 10cm width or girth.
4000
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Taking down eves, gutters and rain water pipe (any size or pattern) incl all fittings, heads, shoes, bends and swan neck etc incl cleaning for refixing or removal
240
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S&F PVC (SWR) bends of 110mm radius
20
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Supply & fixed PVC 1/2 rounded gutters of 60cm with union sockets to jointes set in approved jointing compound.
120
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S&F PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls 200mm dia
120
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S&F for PVC plain bends 200mm bore
20
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Dismantling/Taking out existing hessain base felt of any other existing water proofing treatment from roof including cement plaster and exposing the top surface of RCC slab including removing dust, dirt and washing the roof and removing the dismantled debris to a distance exceeding 200 m but not exceeding 3000m spread and levelled as directed by Engineer-in-Charge.
350
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M&L for applying evenly & priming with oil bound bituminius primer at 0.4Ltr per sqm for water proofing treatment
35
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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 completed all as specified.
350
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Providing 10mm thick plaster in CM (1:4) mixed with 3% integral water proofing compound over roof top surface finished to even & smooth w/o using extra cement. Note :- Integral water proofing compound will be measured and paid seperately
350
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Disconnecting existing tank, setting aside (or lowing if required) for repairs, cleaning etc and hoisting if required reconnecting and refixing in position (Cleaning repairing, etc. measured separately) capacity in lters exc 250 ltr & n exc 500 liter
5
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Disconnecting existing tank, setting aside (or lowing if required) for repairs, cleaning etc and hoisting if required reconnecting and refixing in position (Cleaning repairing, etc. measured separately) capacity in lters exc 500 ltr & n exc 1000 liter
5
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Dismantling water tanks and removing to store any capacity
6
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Rotational moulded polyethylene water storage tanks 500L capacity (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I
3
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Rotational moulded polyethylene water storage tanks 1000L capacity (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I
3
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Taking up or down steel water tubing and connections including cleaning for refixing or removing to store 20 mm dia .
80
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Ditto as the item mentioned above but of 25 mm dia
80
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Supplying and laying of CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified of dia 20 mm.
80
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All as per item No. 33.00 mentioned above but of 25 mm dia
80
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Stop valve 20mm dia of PTMT any colour high pressure screwed for iron pipe and fixed in repairs. (Minimum weight 15mm-90gms
10
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Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings
445
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Dismantling wrought iron or mild steel work of any description not otherwise provided for
6
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S&F Pre-painted galvalume 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/roof gutter/wall, made to shape as required, fixed with self tapping screws as specified
215
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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
80
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Fixing only Pre-painted galvalume 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 (Except Sheet)
150
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Framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165
600
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Dismantling floor, hearth or wall tiling including cement mortar bedding but not backing), removing serviceable tiles to store and rubbish off the premises
380
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Dismantling of stone slabs and tiles laid dry or laid dry and pointed of any description or thickness in floors or aprons
20
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Dermolition of cement concrete unreinforced in ground floor and pavings n exc 15cm thickness below or above GL
20
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Screed bed or bedding layer of mortar 20 mm thick for laying floor finishes in CM 1:6
240
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M&L Rendering 10 mm thick in CM 1:4 on vertical walls surfaces of concrete Sqm blocks to receive kota stone/tiling as in skirting.
140
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M&L dark / light shade vitrified ceramic tiles 7 to 8mm thick area of each tile exceeding 0.18 Sqm but not exceeding 0.38 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the coloured tiles.
240
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M&L Glazed ceramic tiles in vertical surface 300 x 200 x 7 mm/ 450 x 300 x 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match
140
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M&L Cement concrete type C-2, 1:3:6 (40mm graded aggregate) 75mm thick
200
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M&L sand filling under floors or in foundations including watering and consolidation.
10
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S&F machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 60mm thickness M-40 grade with grey cement and pigment.
200
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Taking down chowkat or frames n exc 1.5 sqm each (w/o taking of shutters from the frame).
5
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Taking down chowkat or frames exc 1.5 sqm but n. exc 4 sqm each (w/o taking of shutters from the frame and removing to store)
3
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S&F aluminium powder coated door, windows & ventilation shutters and frame any type (sliding or openable) with frame and other similar work etc 60 microns including applying acrylic emulsion sealant along aluminium window frame side to fill the gap between aluminium frame and walls/jambs
300
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S&F 4mm thick sheetglass ordinary quality exceeding 0.5 sqm each pane
50
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S&F Powder coated aluminium grill of design DG-104 pattern, made out of 10mm dia rod fixed with and including stranded aluminium frame of 'F' section of size 23.4x15.3x1.4 mm thick all as per manufacturer's instructions complete all as specified and directed
50
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S&F butt hinges medium weight stainless steel 100mm size
9
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Extruded aluminium alloy handles, fabricated type, anodised 150 mm size .
6
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Aluminium anodised, barrel tower bolts of extruded section and fixed 150mm size
6
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Door closer hydraulically regulated, aluminium extruded body designation No. 3, universal type, suitable for door shutters of 851 to 1200 mm in width and of weight between 61 to 100 kg and fixed
10
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Aluminium alloy, anodised, sliding door bolt 250mm with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed
3
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Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor with overall length of cover plate 140 mm
3
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M & L taking down aluminum door shutters of any size and repairing/ replacing the damaged or broken brass chromium plated pivot PVC gasket lining around and refixing the shutters in original position as directed.
10
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M & L taking out old damaged aluminum door shutters and repairing/replacing the damaged aluminum angles inside the styles/rails of a aluminum doors and refixing the shutter in original position including necessary nut and bolts as directed.
10
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Dismantling of existing steel rolling shutters including top covers for repairs & refixing in the same opening after repairs including greasing the spring, guide channel shafts, bearing, bolts, washers, including repairing defective laths spring bearing , hood cover, guide channel suspension shafts etc complete as directed by Engineer-in-Charge for rolling shutter of clear area upto 7 Sqm each Note:- Necessary sporres will be measured & paid seperately.
3
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All as per item No.65.00 above but rolling shuters area exc 7.00 sqm but not exc 10 sqm
3
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All as per item No.65.00 above but rolling shuters area exc 10 sqm but not exc 20 sqm
3
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S & F Ball bearing for rolling shutter.
10
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S & F in repairs Steel rolling shutters of 1.25 mm thickness laths without ball bearing as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer erected in position as indicated complete push & pull or manual type.
40
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S & F in repairs Steel rolling shutters, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete: with bevel gear box and crank handle 1.25mm thick.
10
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M&L for preparation of old/new steel surfaces of any description over 10cm width or girth and applying one coat of aluminium paint First quality all as directed and specified
200
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Demolition of stone / boulder masonry, built in cement mortar including all quoins, arches, pillars, etc., but excluding ashlar facings, dressed stonework and precast concrete articles.
2
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Pre - cast cement concrete 1:3:6 type C-1, (20mm graded stone aggregate) block masonary with solid blocks built in cement mortar 1:6
2
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M&L rendering 15 mm thick in CM 1:6 on concrete solid block wall internal surface finished even and smooth without using extra cement.
80
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Taking down cement plaster of any description on brick or stone walls including racking ouit joint hacking for key, scrubbing down with water etc.
400
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M&L preparation of surfaces by washing down with water and applying a coat of acrylic polymer bonding agent @ 0.50 Ltr per SQM and applying first coat of cement plaster in CM 1:4, 10mm thick with in half an hour when bonding agent becomes tacky. Afetr proper curing apply second coat of plaster in cement mortar 1:4, 5mm thick mixed with and incl 100ml of liquid water proofing compound per bag of cement all as per manufacturer's instructions, finished even and smooth without using extra cement
400
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M&L for applying two coats of water proofing treatment by using araldite builder barrier coat or equivalent @ 5 Sqm per Ltr for first coat and 6 Sqm per Ltr for second coat (alongwith suitable pigments for colour as directed by Engr-in-Charge all as specified in manufacturer's instructions and to be applied through applicator of authorised manufaturer with 5 Years guarantee.
800
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Providing and applying 5.3mm ESD-Epoxy antiskid floor coating system including surface preparation by cleaning surface from dust, dirt, muck,moisture and all foreign material and cleaned by mechanical means using mechanical scrubber/grinder, chemical treatment for cleaning oil if required followed by application of primer Nitoprime 25 of Fosroc or equivalent in Sika/Bostik which shall be a two component, epoxy based system. The pre packed and factory weighed two components shall be mixed for 3 mins using a low speed drill and applied at 5.5 - 6.5 m2/ltr @ 200 microns thick. Then providing and applying the screed layer with Nitoflor EU5 of Fosroc or equivalent in Sika/Bostik at minimum thickness of 3000 microns@7.5 m2/pack @ 2mm thickness.The self levelling screed shall consist of a low viscous epoxy system and graded aggregate (special silica/Filler). The pre packed components shall be mixed as per the packing ratio and applied.
200
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The epoxy underlay shall achieve a minimum compressive strength of 60 N/mm2, Flexural strength of 20 N/mm2 and Tensile strength of 10N/mm2 @ 7 days. The underlay shall have nil water absorption when tested as per BS1881 Part 122-1983. Then over the screed apply copper tape of 100microns thick and 25mm width, connected to existing earth pit having spacing 10m both directions, then conductive primer coat Nitoflor SL of Fosroc or equivalent in Sika/Bostik Conductive Basecoat shall be applied at a thickness of 100 microns and then top coat of 2000microns - Nitoflor SL conductive of Fosroc or equivalent in Sika/Bostik shall be applied to provide Approx approx. 3x103 - 9 x103 Ohm Surface resistance . Which shall be supplied in pre-weighed packs and ready to mix and use which will consist of resin, hardner, EPI (colour concentrate) formulated aggregate and carbon fibre + special anti skid silica sand/Filler.
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All these to be mixed in the pre weighed ratio, add EPI colour (colour concentrate) and formulated aggregates + special antiskid silica sand/Filler to agitate the mixture by an elecrically driven motor and lay the mixture to the thickness of 2000 microns then deaerate by using spike rollers and to allow to cure for a minimum period of 48 hours before trafficking is commenced. Over top coat demarcation paint with flourescent will be applied.
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M&L for Cutting out existing damaged concrete slab with cutter in proper rectangular, square or triangular shape including wahsing existing surface of slab with (0.5N) hydrochloric acid 2.5 Ltr /10 sqm and applying epoxy resin primer 0.34 Kg/Sqm and finally applying epoxy resin mortar comprising of one part of epoxy resin and seven parts of quartz sand mix No 10 by weight laying and levelling in proper shape to flush with existing slab complete all as directed. Make: Fosroc/STP
0.2
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M&L cutting and racking out joints with cutter and cleaning with blower and making sides of joints bitumen free for all joints and sealing the joints with, Hydrocel XL of Fosroc or equivalent in Sika/Bostik High performance, cross linked, closed cell,non-absorbent, polyethylene joint fi ller, then filling the top gap with polyurethane based sealant Colpor 200 PF of Fosroc or equivalent in Sika/Bostikover a coat primer including bond breaker caulked tightly into base of sealing groove complete all as per manufacturers instructions and as directed by Engr-in-charge.Size of joints:- 30 mm x 15 mm
200
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M&L for providing & applying white or yellow (Aisle) band Marking with 2 component polyeurathane resin + Hardner with flourescent (FK 666) on applied EPU flooring
10
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S&F in repair PVC bird proofing net in green colourt of size 28mm x 28 mm x 4mm thick wt not less than 650gms/sqm and MS flat size 40mm x 3mm fixing with MS angle 50x50x6 mm etc all as specified and directed by Engr-in-charge. Note: MS flats and MS angles will be measured separately.
242
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S&F in repairs embossed translucent polycarbonate skylight corrugated sheet of 2 mm thickness as in roof covering, fixed with self tapping screws all as specified and directed by Engr-in-charge.
105
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