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| 1 | Supply Installation, Testing and Commissioning of CPRI approved LT panel cubical type of suitable size, 415 Volt, factory made dust proof made out of CRCA sheet 3.15 mm thickness minimum exept inner sheath OG 2 mm powder coated, machine pressed, with provision of rubber beading and locking system, including copper bus bar of suitable capacity, 4 strip mounted on porcelain insulator, bus bar chamber shall be provided with inspection covers each MCCB/cubical switch shall have be independent opening, panel should be monthed on angle iron frame and legs (vertical height of legs not less than 30 cm exept in PCC) made from angle of size 50x50x6 mm, frame and legs duly spray painted internally and extemally with two coats of synthetic enamel paint over a coat of red oxide primer legs grouted in PCC 1:2:4, type B-2 (using 20 mm graded stone aggregate) complete, including all connection/ control wiring with suitable size of copper conductor cable, including danger notice sticker, comprising the following accessory including testing and taking down old unserviceable starter any type, complete all as specifled and directed:- |
| 2 | (a) MCCB 100 Amp 50 KA 4 pole with spreader Terminals -1 No. (Make: Cat No - DZ1F0100NXD1A of L&T, Cat No-IHLFH40100 of Havells or Cat No - LV510487 of Schnider).(b) MCCB 63 Amp 50 KA 3 pole with spreader Terminals - 3 Nos. (Make: Cat No - DZ1T0063NXD1A of L&T, Cat No - IHLFHT0063 of Havells or Cat No - LV510475 of Schnider).(c) FASD starter for 25 HP Heavy duty with relay 22-32Amp-2 Nos. (Make: Cat No-ML1.5 of L&T, IHHASDVUBT of Havells or equavlant to Schnider).(d) Pump ON and Supply ON indicator-2 Set.(e) Phase indicating lamp RYB neon type (Set of three) -01 Set. (f) Voltmeter Digital type 0-500 Volts capacity with selector switch.(g) Ammeter Digital type 0-600 Amp capacity with selector switch and CT coils - 2 sets. |
| 3 | (h) Fully artomatic phase sequence corrector to correct input reverse phase and also protect against single phasing voltage unbalancing, low high voltage with time delay 4 to 7 second, over load protection and automatic digital timer switch with automatically on/off the motor starter upto 30 HP as per time setting-02 No.(j) Complete internal wiring with suitable size FRHR copper conductor and cable lugs and glands complete. (k) Masonry and concrete work for grouting of legs in foundation for mounting of panel-01 Job(l) Cable glands of suitable sizes for cable entry and exit. |
| 4 | M&L for making V groove of 10mm wide and 30mm deep or upto the extend of joint/crack present at site over joint/ crack line using electricity operated angle grinder with RM diamond concrete saw blade and cleaning it by air blower as directed. The groove shall be cut on the concrete surface along the joint/crack over RCC structure to be repaired, complete all as specified and directed.Note:-(a) Work to be executed by the authorized applicator of manufacturer only. |
| 5 | M&L for Drilling Holes of 12mm dia up to 100 mm deep holes in structural members at the interval of 400 mm in staggered manner or along the joint & crack line in Each 300 Reinforced Concrete (RC) structural element including cleaning of the holes by air blower and inserting 12mm nozzle compatible with injection of grouting mix and having machined external end to receive outlet of Grouting Gun. Fix inside the hole by applying thixotropic epoxy adhesive Sika Dur 31 or equivalent to ensure complete sealing and allow curing the system for minimum of 8 Hrs before Grouting including nozzle projections, excess putty, if any, over concrete element by grinding, leveling and finishing the external surface, after completion of the work, etc. complete all as specified and directed. |
| 6 | M&L for Sealing of exposed 'V' groove of 10mm wide and 30mm deep with Sikagard 694 F(1) or Quick Fix or equivalnt solvent free, moisture tolerant, thixotropic, two part structural adhesive and repair mortar cum surface levelling mortar, complete all as specified and directed.Note:- (a) Work to be executed by the authorised applicator of manufacturers only. |
| 7 | M&L for injection grouting of construction joints with non shrink cement slurry admixed with epoxy grouting Cebex 100 of M/S Fosroc Chemical/SikaGrout 214 IN @ 300 mm C/C including of opening of cracks to a groove of size 12mm X 12 mm, Nozzle at 300 mm C/C including of opening of cracks to be grooved of size 10mm X 10mm indy of nozzles with fast setting plugging compound Renderoc plug, cutting the extra length of nozzle after grouting all in complete as per manufacturers instructions or equivalent thixotropic eplding as required and as per the directions of Engineers in Charge complete all as specified and directed. Seal the nozzle with Sikagard 694 F(1) or equivalant thixotropic epoxy putty after the refusal of grout material from the nozzle, complete all as specified and directed. Note:-(a) leakage through other nozzle or cracks are required to be monitored while grouting and such points to be sealed as and when required without any extra cost.(b) Work to be executed by the authorised applicator of manufacturers only. |
| 8 | Providing and applying Two coats of Sika Topseal 107 or Aqua Arm Top Guard inside of the wall & floor of the tank, a two components ready to use polymer modified Cementatious coating. First Coat should be applied horizontzily and second coat should be applied vertically, the thickness of coating shall not be 1.5mm, complete all as specified and directed.Note:- (a) Work to be executed by the authorised applicator of manufacturers only. |
| 9 | M&L Applying two coats Sikagard 67 or AquArm Tank Coat, a water based epoxy coating certified for portable water on all over the concrete surface from inside Apply SQM the first coat by brush allow it to dry for 6-8 hrs and then apply 2nd coat and allow it to cure complete 24 hrs The coating shall be applied using brush application. The Thickness after two coating should not be less than 500 microns, complete all as specified and directed.Note:-(a) Work to be executed by the authorised applicator of manufacturers only. |
| 10 | Notes for item Nos. 02.00 to 07.00:- Scaffolding required for execution of work at site shall be provided by the contractor and cost for the same shall be included in the quoted unit rates and nothing extra shall be admissible to the contractor on this account. |
| 11 | Notes :-An amount of Rs 500.00 on account of Credit Schedule for Schedule 'A' Part-II shall be deducted from total quoted amount of BOQ to arrive at the contract sum. Please Enable Macros to View BoQ information |
