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Renovation Of Dtc Bus Terminal At Rd 5222 M Of L.F Bund Near Chauhanpatti. Renovation Of Dtc Bus Terminal At Rd 5222 M Of L.F Bund Near Chauhanpatti., East-Delhi

Irrigation And Flood Control Department-IFCD has published Renovation Of Dtc Bus Terminal At Rd 5222 M Of L.F Bund Near Chauhanpatti. Renovation Of Dtc Bus Terminal At Rd 5222 M Of L.F Bund Near Chauhanpatti.. Submission Date for this Tender is 01-11-2021. Building Work Tenders in East Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

29663271
Renovation Of Dtc Bus Terminal At Rd 5222 M Of L.F Bund Near Chauhanpatti. Renovation Of Dtc Bus Terminal At Rd 5222 M Of L.F Bund Near Chauhanpatti.
Open Tender
Indian
Delhi
East
01-11-2021

Tender Details

Renovation Of Dtc Bus Terminal At Rd 5222 M Of L.F Bund Near Chauhanpatti. Renovation Of Dtc Bus Terminal At Rd 5222 M Of L.F Bund Near Chauhanpatti.

Key Value

Document Fees
Refer document
EMD
Refer document
Tender Value
INR 32.21 Lakhs /-

BOQ Items

Name of Work:- Renovation of DTC Bus Terminal at RD 5222 m of L.F Bund near Chauhanpatti.
Sl. No. Item Description
1Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within 50 metres lead :
2Laying water bound macadam sub-base with brick aggregate and binding material, earth etc. including screening, sorting and spreading to template and consolidation with light power road-roller etc. complete.(payment for brick aggregate and moorum etc. to be made separately) Over burnt (Jhama) brick aggregate 90 mm to 45 mm
3Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to side of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to side of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge All works upto plinth level M-10 grade plain cement concrete (cement content considered @ 220 kg/cum)
4Providing and laying 100mm 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 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
5Random rubble masonry with hard stone in foundation and plinth including leveling 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)
6Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
7Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
9Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
10Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron "Y" shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
1112 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand).
1215 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand)
13Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
14Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
15Replacing of old lights fitting including lowering,of fitting, removing old fitting, and fixing of available panel complete.
16Supplying, installation, testing and commissioning of Energy saving environmental friendly long life exclusive innovative die cast Aluminium IP65 Flood Light 150 watt capacity with High Power LED"s as light source suitable for high lighting architectural fecade high mast and general Purpose Lights. (Phillips/Bajaj/Crompton/Helonix/Havells/Aflux or as approved by Engineer-in-charge).
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