Assam Rifles Tender
View complete overview of Manipur Assam Rifles Tender
Costs
EMD
₹ 1,94,800Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_ARMHA_477149_1Bid Award Id
ViewTender No
SPR/ENGR/2018-19/33Tender Authority
Assam Rifles ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
Provn of Retaining Wall for Residential Accommodation at KLP Modi (Manipur)
Provn of Retaining Wall for Residential Accommodation at KLP Modi (Manipur)
BOQ Items
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Random rubble masonry with hard stone in retaining wall incl leveling up with PCC 1:6:12 upto plinth level with cement mortar 1:6
914.25
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Providing and laying PCC 1:2:4 for coping
13.25
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Hard core with 63 to 45 mm grade stone aggregates behind weep hole 30x30x30 cm
14.31
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75 mm dia PVC pipe for drain out of seepage water through retaining wall
371
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Raised and cut pointing on stone masonry with cement morter 1:3
795
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SCHEDULE ‘A’ PART-I (RETAINING WALL FOR 3.0M HEIGHT ABOVE GL)
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Earth work excavation by mechanical means/ manual means in foundation of reat (exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottom. Lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m in all kind of soil.
183.33
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Providing and laying PCC 1:4:8 in foundation of retaining wall.
30.56
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Random rubble masonry with hard stone in retaining wall incl levelling up with PCC 1:6:12 upto plinth level with cement mortar 1:6
523.8
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Providing and laying PCC 1:2:4 for coping.
2.91
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Hard core with 63 to 45 mm grade stone aggregates behind weep hole 30x30x30 cm
7.85
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75 mm dia PVC pipe for drain out of seepage water through retaining wall.
378.3
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Raised and cut poiniting on stone masonry with cement moreter 1:3
291
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