Ridcor Limited Tender
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Costs
EMD
₹ 2,52,000Document Cost
₹ 29,500Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2020_RIDCO_180301_4Bid Award Id
ViewTender No
NIT618Tender Authority
Ridcor Limited ViewPurchaser Address
-Website
http://https://www.ridcor.in/
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Documents
BOQ Items
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. (i) Thermo-Mechanically Treated bars.
6000
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Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick.
550
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Providing and placing high strength, non shrink pre-packed free flow micro concrete having compressive strength of 60 MPa at 28 days (compresssive strength of one day should not be less than 25 MPa) as per specifications and replaced 20% by weight with well graded cleaned crushed aggregate 10mm down size. The micro concrete mix shall be prepared by mixing non shrink pre-packed free flow micro concrete powder and 10mm down size stone aggregate by weight for repairing damaged area of structural elements excluding reinforcement and centring&shuttering, but inclusive of all labour, materials, equipment etc. complete as per specifications and instruciton of Engineer-in-Charge
110
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Providing and inserting nipples with approved fixing compound in superstructure after drilling holes at an interval not more than the thickness of concrete at the location for grouting including application of surface seal material in between nipples and subsequent cutting/removal of nipple and sealing of the hole as necessary after completion of grouting complete as per drawings and Section 2803 of Technical Specifications
1500
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Sealing of cracks/porous concrete with cement grout by injection process through nipples complete as per technical specification and direction of Engineer-in-Charge.
2500
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Sealing of cracks/porous concrete with Epoxy grout by injection process through nipples complete as per technical specification and direction of Engineer-in-Charge.
200
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Providing and applying ready mix pre-packed cement based polymer modified mortar (minimum compressive strength at 7 days not less than 18N/sqmm and that of 28 days not les than 38 N/sqmm) over spalled concrete surfaces in handrails, kerbs, precast slabs, footpath beams, main girders, diaphragms, brackets, deck slab, water main slab, pedestals, around bearings, pier/abutment caps etc. as per technical specifications. 25 mm thick
800
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Dismantling the existing Reinforcement Cement Concrete in beams, girders, piers etc. by machanical means i/c disposal of rubbish & malba etc. complete as per the direction of the Engineer-in-Charge.
25
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