Military Engineer Services Tender
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Military Engineer Services - MES Tender
Paints and Enamels
Eprocure
Opening Date11 Feb 2025
Closing Date6 Mar 2025
Tender Amount₹ 69,88,000
Costs
EMD
₹ 1,30,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_697446_1Tender No
CWE-AF-SRG/SRG-38/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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BOQ Items
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S&F in repair 75 mm outer dia PVC (SWR) Soil, waste and vent pipes single socketed in any length with rubber ring joints fixed to walls, complete all as specified and directed by Engineer-in-Charge
400
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S&F 75 mm bore PVC (SWR) bends of any radius, complete all as specified and directed by Engineer-in-Charge
400
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S&F in repair Galvanised iron wire of size 4.00 mm dia having tensile strength 45-55 Kg / Sqmm including fixing of brackets and tying arrangement in between blast wall and blast pens Complete all as specified and as directed by the Engr-in-Charge.
10
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M&L for Repair to patches of flexural portion of runway, depth n.exc 80 mm, including sweeping free from dust and mud or water with wire or jute brush scoring sunken surfaces in runway pavement, cutting around edge to at least full depth of carpet layer making proper rectangular or square shape patch and making good by applying tack coat with bituminous primer (catonic emulsion RS) and filling the patch with Readymade Bituminous patching mix of using cutback bitumen, rolled and compacted to required cambe.,r and gradient with hand roller complete and clean the surface by booming and making FOD free surface to runway, Complete all as specified and directed by engineer in charge.
41
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Stainless steel pipe 50 mm dia for board post minimum length 1.98 mtr(02 nos) and one intermediate post 1.15 mtr,board size (2.60x.80)mtr,board made up of 30 mm x 30 mm stain less steel hollow section board both side laminated with retro reflective with UV printing(letter mentioned inside board shown as per sample of existing),both side retro reflective suppoted with stainless steel flat iron (40X8)mm fixed with nut bolt as per requirement & board vertically supported with three peg support and board both side of stainless steel clit board should be erected above GL min ht 0.55 mm (over all ht from GL to board top 1.35mtr and below GL 0.60 mtr as per sample given by Engr-in-charge.
17
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Ditto as above but size of board (0.80x0.80) mtr
3
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Excavating in post holes (or similar holes ) in soft/ loose soil each n exc 0.50 cum ,getting out, returning ,filling in and ramming earth or broken rubble mixed with earth around ,in layers not exceeding 25 cm
17
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M&L for cement concrete type B2 1:2:4 (40 mm graded aggregate) in foundations filling and mass concrete
2
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M&L for repair to flexible surface (depressed portion / cracked portion) by cutting damaged / spilled portion to required depth removing useless worthless all looses and foreign materials etc to a distance exceeding 100 m but not exceeding 500 m. Cleaning the surface thoroughly with brushes and finally with compressed air, filling and levelling the surface with EPOXY TAR COMPOUND two components mortar after priming including formwork where required all as specified and as directedNote:Note: For cutting of joint and cleaning of cutting surface contractor should use electric operated tools at site and sufficient usable DG to be arranged by contractor himself .
1046
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