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| 1 | Providing and fixing of Hollow metal Un-lnsulated 2 hrs. fire rated doors as per IS 3614 part-1, for stability and integrity. Pressed galvanized steel confirming to IS 277 with the following specification. Recommended fire door shall be tested to IS 3614 part 21 ISO 834-1 Part 1 / BS476 Part 20 & 22, CBRI / Cerifire or third party certified or equivavelent lab, for minimum rating of 120mins, in latched /unlatched condition (if used with deadbolts and pull handles). Labled doors with certification shall be with vision glass as a part of complete assembly. Manufacturer test certificate shall cover doors both single and double leaf and all doors supplied shall be within the tested specimen, deviation in specification and sheet thickness other than what is mentioned in the test certificates are not allowed. Proper label confirming the type of door and the hourly rating is mandatory. All doors and frames shall be finished Powder coated of not less than 60 micron in desired shade as per the direction of EIC and shall have passed minimum 500 hours of salt sprey test.Door frame shall be single / double rebate grooved profile of size 100 x 57 / 143 x 57 mm made out of minimum 1.20 mm thick galvanized steel sheet as per the specifications. Frames shall be mitered and field assembled with self tabs. Frames to have inbuild grooved sealing system and shall be site fitted with fire rated EPDM gasket as standard. All provision should be mortised, drilled and tapped for receiving appropriate hardware. Frames should be provided with back plate bracket and anchor fasteners for installation on a finished plastered masonry wall opening. Door leaf shall be 46mm thick fully flush double skin door, Un-insulated with or without vision lite. Door leaf shall be manufactured from 0.80 mm thick galvanised steel sheet. The internal construction of the door should be rigid reinforcement pads for receiving appropriate hardware. The infill material shall be resin bonded honeycomb core. All doors shall be factory prepped for receiving appropriate hardware and provided with necessary reinforcement for hinges, locks, and door closers. The edges should be interlocked with a bending radius of 1.4 mm. For pair of doors integrated astragals has to be provided on the meeting stile for both active and inactive leaf. Vision lite wherever applicable should be provided as per manufacturers recommendation with a clipon arrangement. The glass should be 6mm clear borosilicate fire rated glass of relevant rating of the door. |
| 2 | Fire exit staircase doors (FD) : 2hrs fire rated Double leaf door of size Approx 1500mm x 2100 mm with vision panel with fire rated hardware set as follows Accessories: Door size 1500 mm X 2100mm ( Double leaf door shutter ) Accessories S.S Ball Bearing HingesVision Panel with Fire Rated glass of size : 200 x 450mm (6 mm thick clear toughened fire glass)Panic exit device for Double leaf doorExternal Trim Bar (Panic Latch)Heavy duty door closerInstallation kit : Fixing shield and other misc. items |
| 3 | Electric panel room fire doors (FD1): 2hrs fire rated single leaf door of size with vision panel with fire rated hardware set as follows for various sizes1) Ball bearing butt hinges, SS304 of size 100 X 75 X 3mm with screws in SS - 4 Nos2) Mortice sash lock H11, 55mm BS, 20mm Sq. forend - 1 No3) Euro profile 5 pin cylinder 5701, 70mm key x TT,NP finish - 1 No4) Lever handle LT 001, 19mm dia with roses and escutcheion SS 304,SSS finish - 1 Nos5) Surface door closer 9903 with standard arm, silver finish - 1 No6)Gasket, Fire rated 4mm thick X 13mm , Black - 2 Nos7)Clear fire rated glass 6mm, 120 min of size 200 mm X 300mm - 1 No8) Installation kit : Fixing shield and other misc. items |
| 4 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.All works above plinth and upto floor V levelConcrete of M20 grade ( 1 : 2 : 4 ) |
| 5 | CEMENT PLASTERING:Cement plastering for internal wall and ceiling with cement mortar 1:4 finished smooth with neeru over brick walls or concrete surfaces including hacking the concrete surfaces at all floors and levels in quantities as required at site Including scaffolding curing etc. complete all as directed by Engineer in charge ( disposing / taking away the debris outside the premises & disposing as per the guidlines of statutory authoritised. ) 20 mm thick for wall |
| 6 | Labour charge only for removing existing door shutter with freame of all sizes including removing of all fittings & hardwares and handover the same to the Engineering department etc. complete all as per specified and directed by Engineer-In-ChargeRemoving door frame with shutters all sizes |
| 7 | Labour charges for shifting all removed doors and frame as per the guidelines of Engineer In chargeHelper |
| 8 | Filling-up of Financial Bid: Unless otherwise called for, any tender containing percentage below / above the estimated cost put to tender is liable to be rejected. All rates shall be quoted on the tender form by the tenderers in figures and words shall be accurately filled in, so that there is no discrepancy in the rates written in figures and in words. The amount for each item should be worked out and requisite totals given. However, i) The rate(s) must be quoted in decimal coinage. Amounts must be quoted in full rupees by ignoring fifty paise and considering more than fifty paise as rupee one. ii) If a discrepancy is found, the rates which correspond with the amount worked out by the contractor shall, unless otherwise proved, be taken as correct. iii) If the amount of an item is not worked out by the tenderer, or it does not correspond with the rate written either in figures or in words, then the rates quoted by the tenderer in words shall be taken as correct. iv) Where the rate quoted by the tenderer in figures and in words tally but the amount is not worked out correctly, the rate quoted by the tenderer will, unless otherwise proved, be taken as correct and not the amount. v) In event no rate has been quoted for any item(s), leaving space both in figure(s), word(s), and amount blank, it will be presumed that the contractor has included the cost of this / these item(s) in other items and rate for such item(s) will be considered as zero and work will be required to be executed accordingly. Please Enable Macros to View BoQ information |
