Military Engineer Services Tender
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Military Engineer Services - MES Tender
Eprocure
Opening Date24 May 2021
Closing Date21 Jun 2021
Tender Amount₹ 28,54,600 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 90,000Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Cweafj-03/2021-22 Repair To Road In Upper Camp And Lower Camp At Af Stn Udhampur
Description
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Contact
Tender Id
2021_MES_445310_1Bid Award Id
ViewTender No
CWEAFJ-03/2021-22Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
Premix bituminous macadam using paving bitumen (VG-30) any penetration @ 4% by weight of total mix, laid/rolled and compacted to required gradient and camber consolidated average thickness 50mm using 8 to 12 Tonne Power roller (consolidated thickness 50mm) complete all as specified and directed.
Note : Please note that repairs to patches where depressions over 5mm thick shall also be carried out under this item. Contractor's Quoted Rates for this item shall be deemed to include for cleaning of surface and removal the rubbish material to a distance not exceeding 50m from the starting point.
45
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Applying evenly a bituminious priming/tack coat with paving bitumin viscosity grade (VG-10) @ 2.5 Kg/10Sqm to BM surfaces complete all as specified and directed.
90
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Preparing black top surfaces by brushing with wire brushes for removing cacked mud etc. sweeping with wire brush/brooms and finally fanning the cleaned surface with gunny bags or by mechanical blower to remove all loose dirt etc complete all as specified and directed..
780
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Applying evenly a bituminious priming/tack coat with paving bitumin viscosity grade (VG-10) @ 5 Kg/10 Sqm of road surfaces (including bituminous primer) complete all as specified and directed.
780
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-
Bituminous premix asphaltic semi dense concrete consolidated thickness 30mm with stone chippings graded aggregate with 5.5% of binder content by weight of total mix, Viscosity Grade paving bitumen of grade VG-30 and 4% stone dust conforming to required specification for filler as per IRC-95, 1987 (filler) by weight of mix, prepared in hot mix plant, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and rolled with 8 to 12 tonne power roller complete all as specified and directed.
870
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-
Notes :-
1. Bituminous asphaltic semi dense concrete shall be laid using self propelled mechanical paver and preparation of mix shall be done using computerized hot mix plant. 2. The exact quantity of bitumen to be used shall be determined after design mix by Marshal method.
-
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Making lines, dashes, arrows etc.not exceeding 10 cms wide on road surfaces using hot applied Thermoplastic Road Marking Paint of 2.5mm thickness mixed with radium glass beads @ 250 gms/Sqm with Automatic Machine to provide reflectivity and night vision (Approximate temperature being 200 degrees at the time of laying) including cleaning the surface of all dirt and other foreign materials, demarcation at site and control including taking out and refixing of old Cat Eyes / Solar Studs etc. complete all as specified and as directed.
3800
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-
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