Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Pipes and Pipe Related Activities
Eprocure
Opening Date11 Aug 2020
Closing Date9 Sep 2020
Tender Amount₹ 36,62,790 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Cweafj-11/2020-21 Repair And Maintainence Of Roads In Technical Area At Af Stn Pathankot

Description

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BOQ Items

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Preparing unsurfaces water bound macadam 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.

5

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Applying evenly a bituminious priming/tack coat with paving bitumin viscosity grade (VG-10) @ 10 kg / 10 Sqm to WBM surfaces complete all as specified and directed.

5

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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..

1500

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Applying evenly a bituminious priming/tack coat with paving bitumin viscosity grade (VG-10) @ 5 kg / 10 Sqm to Road surfaces (including bituminous primer) complete all as specified and directed.

1500

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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 using 8 to 10 Tonne Power roller (consolidated thickness 50mm ) complete all as specified and directed by Engr-in-charge.

20

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Applying evenly a bituminious priming/tack coat with paving bitumin viscosity grade (VG-10) @ 2.5 kg / 10 Sqm to Road surfaces (including bituminous primer) complete all as specified and directed.

40

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Bituminous asphaltic semi dense concrete consolidated thickness 30 mm 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 10 tone power roller complete all as specified and directed. 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 by design mix by Marshal method).

1545

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Hot thermo plastic road marking material strip of thickness 2.5mm having sufficient strength to with stand heavy traffic load without deformation in white colour according to IRC 35 1970, complete all as specified and directed by Engr-in-charge.

500

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