Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date12 Sep 2024
Closing Date25 Nov 2024
Tender Amount₹ 65,08,000
Costs
EMD
₹ 1,22,620Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_674082_1Tender No
CWE/JHA/J/TOKEN/27 OF 2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
(v) SELF LEVELING TOP COAT - Antistatic EPU self leveling top coat shall be of Cipy Cipothane ESD or equivalent as specified in 14.9(b) below ,laid to thickness of 2000 micron. The system is supplied in pre weighed packs ready to mix and use. The system consists of resin, hardener, colour concentrate and formulated aggregates. Following procedure shall be adopted: -
(a) Antistatic EPU self leveling top coat of thickness of 2000 micron (2 mm) shall be applied with resin, hardener, filler , pigment and carbon fibre in ratio 4.474 lit.2.237 lit:9.25 kg:400 gm:0.032 kg.
(b) The mixing of material shall be done correctly with an electric variable speed mixer and the entire contents shall be mixed thoroughly till the homogeneous mixture is obtained.
(c) The mixture shall be spread evenly over the surface using a trowwi to obtain an uniform and even surface. The operation shall be continued without allowing any joint to form
(d) The layer shall be deaerated by spike roller to dislodge air pockets all as direr
(e) The cured surface shall be tested with Megohm meter as per ASTM F-150
(f) The surface shall allow curing for a minimum period of 24 hours before opening for foot traffic.
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Note for Ser Item No 1 & 2 :- (i) Anchorage groove cutting by mechanical cutter machine with double size of proposed PU floor thickness to all end points of flooring, offsets and as per the instruction of manufacturer should be provided without any extra cost before application of primer/ scratch coat.
(ii) Component of product in required proportions (as per the manufacturers instructions) to be mixed using a forced- action rotary paddle mixer up to recommended time of mixing.
(iii) Primer/ scratch coat and top coat should be applied by specialist applicator who must follow procedure and guidelines specified by manufacturer or code of practices.
The cured/ final surface shall exhibit the following minimum typical properties :- Compressive strength @ 28 days - 50 N/mm2, Tensile strength - 6.5 N/mm2, Flexural strength - 18 N/mm2, Density - 1900 Kg/Cum, Water absorption - 0.06 %, Coefficient of thermal expansion 4X10 -5 / oC and Flame spread classification - Class 2.
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Providing and applying two coats of traffic marking lines to achieve a total dry film thickness 90 microns over PU flooring using high performance epoxy resin floor coating in required colour shade and pattern, applied using spray/ brush or lambs wool roller as per manufacturers instructions, complete all as specified and directed
375
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Providing copper tape 100 microns thick, and minimum 15mm wide self adhesive (conductive type) copper tape to ensure quick transfer of charge including connecting copper wire/tape and earthing etc required to get the desired result. The spacing of copper tape shall be approximately 5m C/C both ways (measured & paid separately) complete all as specified and directed.
460
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M&L for 25mm thick PCC 1:2:4 type B 0 using 20 mm graded stone aggregate as in floor, base etc, complete all as specified and directed.
64
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Demolition of cement concrete in ground floor including terrazo flooring and paving n exc 15cm thickness (below or above the ground level) built in cement mortar complete all as specified and directed.
4
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M&L for cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.
12.5
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M&L for cement concrete type B-1, 1:2:4 using 20 mm graded stone aggregate as in coping complete all as specified and as directed.
7.8
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S&F of Structural steel 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 etc, Fe-410-W(Gde-E-250) quality-B, complete all as specified and directed.
1280
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M&L for applying two coats of synthetic enamel paint over and incl one coat of red oxide primer with and incl preparation of new surface of steel not exc 10 cm in width or girth, complete all as specified and directed.
25
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M&L for mild steel framed work section as in door or gates of angle or other section with gusset plates,rails braces etc /windows chowkhats/Shutter frame of steel gate of grade Fe-290 (Gde E-165) including all necessary machine wks i.e. cutting, welding, grinding etc, complete all as specified and directed.
2650
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S&F of MS pipe for tensile structure of any type and size as specified including fabrication, erection and Red oxide spray paint & 2 coat enamel paintcomplete all as specified and directed
2950
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Providing & fixing of Tensile Fabric (fabric of passing minimum criteria that is total weight 900GSM Sattler Pro-Tex Architecture Type 2 Serge Ferrari Advance Fabric, tensile strength over frame. The Fabric shall be installed, tensioned using a tensioning device and shall not sag at any point. The fabric will be fixed on the frame with fixing accessories like SS Plates Wire SS Fitting aluminum section with powder coated top covers, self drilling screws.
Scaffolding & Civil Work :- All scaffolding required for the erecting of structure fabrics and Civil works required at site for anchoring/ strengthening of structure , shall be arranged by Contractor and included in quoted rate
200
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S&F of 4 mm (+/- 0.2 mm) thick aluminium composite panel (ACP) false ceiling, aluminium alloy of grade 3003 H14 with elongation of 6% , tensile strength of aluminium skin 145 N/mm2 , thickness of PE core 3.5 mm including all hanging accessories to fixed the false ceiling of design, colour and shed complete all as specified and directed.
Notes:- All safety measures for the safety of workmen shall be ensured by the contractor.
50
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Material & Labour for providing and fixing stainless steel (Grade 304) 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.
80
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M&L for brick (Old size brick) work with sub-class B bricks straight or curved on plan exc 6 Mtr mean radius built in CM (1:6) complete all as specified and directed.
2.5
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M&L 15mm thick rendering on fair faces of brick or concrete surfaces in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed.
12
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M&L for preparing new plastered surface of wall and applying two coats of cement based paint over and including a coat of cement based primer, complete all as specified and directed.
12
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M&L 75 mm thick cement concrete type C2 1:3:6 (using 20 mm graded stone agg) in sub base of flooring/ hard standing complete all as specified and directed.
20
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M&L for factory made PU coated, machine pressed precast concrete interlocking paver block of any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with coloured pigment made of PVC moulded (or rubber mould) with vibrating system, with and including 50mm thick sand cushioning, including in CM (1:3) in edges of pavers, complete all as specified and directed. Note : The cost of sand cushion is included in quoted rate.
20
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M&L for Granite 20 mm thick over including 10 mm thick CM 1:4 (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including rubbing and polishing complete all as specified and as directed.
18
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S&F for boom barrier design for large opening of 6 m, for controlling vehicles traffic in parking , including platform for fixing and specifications of barier should be 3m straight aluminium alloy arm, 3S opeing/closing time, SUS304 stainless steel cabinet, L-cabinet on left, arm on right, R-cabinet on right, arm on left, IP 55, complete all as specified and as directed.
2
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