Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date20 Apr 2023
Closing Date24 May 2023
Tender Amount₹ 45,00,000
Costs
EMD
₹ 90,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MES_590360_1Bid Award Id
ViewTender No
8900/1456/GWL/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Description same all as per item No 1 here-in-before but width of joints 21mm to 25mm
150
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Description same all as per item No 1 here-in-before but width of joints 26mm to 30mm
150
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Description same all as per item No 1 here-in-before but width of joints 31mm to 35mm
140
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Description same all as per item No 1 here-in-before but width of joints 36mm to 40mm
100
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M&L for repair of concrete slab or pavement damaged/spoiled edges/surfaces cut to rectangular section, removing all loose and foreign material and disposing off the same to a distance exc 200M but n.exc 500M and cleaning the surface and filling with epoxy resin all as per manufacturer's instruction including necessary form work complete all as specified and directed
450
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M&L for repair of concrete slab or pavement damaged/spoiled edges/surfaces cut to rectangular section, removing all loose and foreign material and desposing off the same to a distance exc 200M but n.exc 500M and cleaning the surface and filling FLEXOPATCH-ELASTOMERIC CONCRETE all as per manufacturer's instruction including necessary form work complete all as specified and directed.
50000
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M&L for preparation of existing joints by manually/mechanically raking out to depth of 20 to 60mm and width of joints 10 to 25mm,cleaning the joints with coir brushes and removing all the fine particles, cleaning to concrete surfaces and joints with the help of air compressor and removing away the existing sealing compound and all other loose materials to a distance exc 200 meter but n.exc 250meter as directed and joints filled with pre formed bituminous filler and top 30mm primed and sealed with sealing compound Grade 'B' complete all as specified and directed.
500
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M&L for preparation of existing joints by manually/mechanically raking out to depth of 05 to 20mm and width of joints 5 to 10mm,cleaning the joints with coir brushes and removing all the fine particles, cleaning to concrete surfaces and joints with the help of air compressor and removing away the existing sealing compound and all other loose materials to a distance exc 200 meter but n.exc 250meter as directed and joints filled with pre formed bituminous filler and top 30mm primed and sealed with sealing compound Grade 'B' complete all as specified and directed.
500
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Demolition of flexible / rigid pavement of any description and in any position by means of machanical methed including cutting by machine of existing edges / boundary of any thikness and removing the material exc. 5km but not exc. 8 km complete all as specified and directed.
135
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M&L for 150 mm thick dry lean concrete of compressive strength not less than 7 Mpa at 7 days (Min cement content should be less than 140 Kg/Cum) complete all as specified and directed.
300
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M&L for 10mm thick layer of sand including watering rolling over DLC complete all as specified and directed.
3
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M&L for 400 micron HDPE sheet virgin quality having min weight 390 gm per sqm over sand layer complete all as specified and directed.
300
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M&L for pavement quality control concrete using crushed stone aggregate having minimum field flexural strength of 45 Kg/Sq Cm and characteristic compressive strength 40 N/Sqmm in pavement using non circular/triangular synthetic fibre @ 0.25% by weight of cement used laid to level, gradient and camber including necessary form work complete all as specified and directed. Note : Non circular / trinagular fibre shall be measured and paid for seperately as supply only.
90
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Supply only polyester non-circular/traingular fibres 12-18 mm long with circum circle diameter 15-40 micron, designed for melting point of 250 degree celcius and having specific gravity of 1.34 to 1.39 complete all as specified and as directed.
90
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M&L for finishing of concrete pavements by belting and brooming without using extra cement complete all as specified and directed.
30
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M&L for forming construction/dummy joint 8-10mm wide and 100mm deep, primed and providing a back up rod/debonding strip and top 10mm primed and sealed with and using polyurethane based sealing compound with suitable primer as per manufacturer's recommendations complete all as specified and directed.
10
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