Tender For Imp To Side Berm From Sai Documentation Center To Mtnl Entry Gate, M Pkt , Sarita Vihar, W.No:187 Cnz.-Imp To Side Berm From Sai Documentation Center To Mtnl Entry Gate, M Pkt , Sarita Vihar, W.No: 187 Cnz., Dsr Dar Civil-2018 And Approved Item, Vihar-Delhi
TDR : 46199525
Tender Notice
BOQ
Expired
Vihar
Delhi
Tender For Imp To Side Berm From Sai Documentation Center To Mtnl Entry Gate, M Pkt , Sarita Vihar, W.No:187 Cnz.-Imp To Side Berm From Sai Documentation Center To Mtnl Entry Gate, M Pkt , Sarita Vihar, W.No: 187 Cnz., Dsr Dar Civil-2018 And Approved Item
Work Name: Imp to Side berm from Sai Documentation center to MTNL Entry Gate, M Pkt , Sarita Vihar, W.No:187 CNZ.-Imp to Side berm from Sai Documentation center to MTNL Entry Gate, M Pkt , Sarita Vihar, W.No: 187 CNZ., DSR DAR CIVIL-2018 and approved items
Sl. No.
Item Description
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Imp to Side Berm
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2.2.1:Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with powerroller of minimum 8 tonnes anddressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil
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16.64:Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc.complete as per direction of Engineer-in- Charge.
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16.68:Providing and laying 60 mm thick factory 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 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
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16.69:Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ).( Precast C.C. kerb stone shall be approved by Engineer-in-Charge)
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4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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13.26:Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
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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
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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) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
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