Public Works Department Tender
View complete overview of Puducherry PWD Tender
Public Works Department - PWD Tender
Civil Works Roads
Eprocure
Opening Date25 Nov 2019
Closing Date2 Dec 2019
Tender Amount₹ 5,16,800
Costs
EMD
₹ 9,074Document Cost
₹ 525Tender 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_PWDC2_5308_1Bid Award Id
ViewTender No
10/EEM/19-2012(19-20)Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.py.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Code No. 4.1.5: - Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size
4
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Code No. 4.1.10:- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size
3
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Code No. 4.3.3:- Centering and shuttering including strutting, propping etc. and removal of form work for :Columns, piers, abutments, pillars, posts and struts.-Using steel sheet with M.S. frames.
50
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Code No.5.1.3:- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
2
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Code No. 5.22.7:- Reinforcement for R.C.C work including straightening , cutting , bending , placing in position and binding all complete Thermo - Mechanically treated bars(ISI BRAND OF APPROVED MAKE) including placing the M30 grade Athees make cover block @ 60cm centre to centre
200
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Code No.7.1.1:- Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
10
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Code No. 10.16.1:- Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete Hot finished welded type tubes
350
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Code No. 13.1.1:-12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
20
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Code No. 13.43.1:-Applying one coat of cement primer of approved brand and manufacture on wall surface cement primer
20
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Code No. 13.52.1:-Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
20
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Code No. 13.61.1:-Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
20
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Code Np. 16.68:-Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge
120
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