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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹15.4 L
EMD Value
₹30,734
Closing Date
2 Jul 2024, 3:00 pmClosed
GM, INRPK
Office of GM, INRPK, NRB, BARCK KALPAKKAM 603102
Providing boiler spares storage shed and renovation of existing utility store room located at 505 building of KARP.
2024_BARC_810046_1
BARCF/INRPK-MA/KA/TR/240/2024
Open Tender
Miscellaneous Works
Item Rate
183 days
Kalpakkam
As per NIT document and Tender document
7 documents required · 7 mandatory
₹0
₹30,734
22 Jul 2024
7 Jun 2024
10 Jul 2024
10 Jun 2024
2 Jul 2024
19 Jun 2024
11 Jun 2024 - 18 Jun 2024
Amount
Earthwork excavation in all type of soils, mixture of gravel and disintegrated rock for foundation including bailing / pumping out water wherever required, levelling and ramping the bottom of excavation and refilling the side of excavated material as per specification and drawing up to 1.50metre depth below ground level.
Conveying the surplus excavated earth & debris, boulders and spoil by mechanical means depositing at places inside DAE installation identified as Dumping yard as per requirement with a lead specified below including loading, unloading, breaking clods, levelling all complete as per specification and as directed by the Engineer-in-Charge. Lead charges for lead Exceeding 2Kilometer but not exceeding 3kilometer. Note: 1)The rates in respect of this item are applicable for the net quantities arrived at after making deductions for voids @20% in respect of soil and @50% in respect of rock from the corresponding Stack/ Truck measurements.2) The earth / debris shall be dumped well inside the dumping yard and not over approach pathway.
Providing and laying plain cement concrete 1:2:4 using 25mm maximum size hard granite machine graded stone aggregates including mechanical mixing transporting and placing in required position, ramming, consolidating etc.all as per specification and drawing.Note:- cement content 330kg/cu.m
Providing and constructing brick masonry using well burnt stock bricks in CM 1:6 at all lifts, including scaffolding, curing, raking out joints complete as per specification and drawings from below ground level to roof level. Upto 3.00 m height.In Normal area
Providing and laying cast in situ controlled reinforced cement concrete of all grade at all elevations, using 20mm maximum size hard granite machine crushed graded stone aggregate at all elevation, including weigh batching, mechanical mixing, transporting and placing, vibrating consolidating, finishing, curing, dewatering if any, complete as per specification and drawing. Note: The rate shall be quoted on the basis of use of 350kg. of cement per cu.m (M25 Grade). In Normal area
Supplying, decoiling, cutting, bending, binding and fixing in position of all grades of steel reinforcement TMT bars of Fe 500/Fe500D grade of steel confirming to IS:1786 'SAIL or VIZAG or approved equivalent make with approved annealed binding wire of 1.6 mm dia in all reinforced cement concrete works at all lifts including the cost of cover blocks in cement mortar 1:2 and binding wire complete all as per specifications and drawings.
Plastering the internal/external faces of brickwork/concrete at all elevations in CM 1:5,12mm thick including scaffolding, curing, forms grooves wherever required all as per specifications and drawings.
Supplying and placing and removing form work for all in situ cement concrete works at all level and elevation, as shown in drawing and specification including centering ,scaffolding complete.(measurement for form work will be the area of form in contact with the concrete surface)
Dismantling of plastered brick work masonry at all elevation and disposing as directed by EIC.In Normal area
Dismantling of RCC work at all levels by manually / mechanical means, including cutting and stacking of steel reinforcement bars and disposal of unserviceable materials as per specifications and directed by EIC. In Normal area
Providing and fixing “Sandwich” puf roofing sheets of approved manufactures made out of 0.47mm thick colour Galvanume AZ-150, 550mpa colour coated Galvaume RAL 9003 liner with center core made with 50mm thick polyurethane of density 68kg/cum to the required size as per the site condition (Approximately 1.0m width and 7.0m long) Necessary over lapping, driven screws, labour for fixing in position transportation etc., trimming, cutting to profile foam filers all complete as directed by the engineer-In-Charge and as per manufacturer specification. Note : Only laid area without overlapping will be measured for payment.
Providing, supplying, cutting, bending to shape, welding, fabricating, hoisting, placing and fixing in position structural steel members like trusses, purlin etc. using MS hollow/circular/square/rectangular tubular sections including chamfering and rounding off the edges, applying a coat of Red lead paint primer/ Zinc chromate primer of approved colour and make and 2 coat of flat oil paint/ synthetic enamel paint of approved colour and make, scaffolding and staging required for fabrication as well as erection complete all as per specification, drawing and as directed by the EIC. Note: Lifting device arrangements if any required also arranged by the contractor at his own cost.
A.BASHKAR
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