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| 1 | SCHEDULE \"A\" Part-I (Building/Structures) (To be quoted by the tenderer) |
| 2 | Item No 01 A : Design and construction of Amn Igloo of Capacity 225 MT with Laced Reinforced Concrete with traverse, loading and unloading ramp with sunshade for outer side gantry b/n Igloo building & VIFT, with antistatic flooring & required earthfilling for traverse and on top of igloo, alongwith grass turfing on roof topComplete allspecified in soil bearing capacity report, design basis report, drawings and tender documents. |
| 3 | Item No 01 B: Design and construction of static water tank 225KL Complete allspecified in soil bearing capacity report, design basis report drawings and tender documents. |
| 4 | Sch \"A\" Part-II (External Electric Supply)Lump sum price worked out by the contractor for (External Electric Supply) as listed in Schedule \"A\" Part-II against the lump sum price inserted by the MES. |
| 5 | Sch \"A\" Part-III(External Water supply)Lump sum price worked out by the contractor for (External Water supply) as listed in Schedule \"A\" Part-III against the lump sum price inserted by the MES. |
| 6 | Sch \"A\" Part-IV(Road, Path Curvert)Lump sum price worked out by the contractor for (Road, Path Curvert)as listed in Schedule \"A\" Part-IV against the lump sum price inserted by the MES. |
| 7 | Sch \"A\" Part-V (Fire Fighting)Lump sum price worked out by the contractor for (Fire Fighting) as listed in Schedule \"A\" Part-V against the lump sum price inserted by the MES. |
| 8 | Sch \"A\" Part-VI(Lightening Arrester)Lump sum price worked out by the contractor for (Lighting Arrester) as listed in Schedule \"A\" Part-VI against the lump sum price inserted by the MES. |
| 9 | Sch \"A\" Part-VII(Area Drainage)Lump sum price worked out by the contractor for (Area Drainage) as listed in Schedule \"A\" Part-VII against the lump sum price inserted by the MES. |
| 10 | Sch \"A\" Part-VIII(Site Clearance) Lump sum price worked out by the contractor for (Site Clearance)as listed in Schedule \"A\" Part-VIII against the lump sum priceinserted by the MES. |
| 11 | Sch \"A\" Part-IX(Internal Electrification) Lump sum price worked out by the contractor for (Internal Electrification)as listed in Schedule \"A\" Part-VIII against the lump sum priceinserted by the MES. |
| 12 | Note for Srl No 2 to 15The percentage above / below the SSR -2020 (part-II) rates shall be derived from the amount quoted by the contractor against Srl No. 2 to 15by comparing it with the amount inserted / pre- priced by the department and the same shall be applicable for the items of respective schedule |
| 13 | Schedule \"A\" Part-IX (Miscellaneous items of works) |
| 14 | Hygrometer & wet bulb thermometer |
| 15 | Item No 02 : S & F thermometer wet & dry type enclosed on wooden encloser including protecting glass hanging arrangement complete all as specified and directed |
| 16 | Item No 03 : Supply & Fixing thermometer Max & Min temp enclosed on wooden encloser including protecting glass hanging arrangement complete as specified and directed |
| 17 | Item No 04 :S & F hygrometer as per following specifications: (i) Each hygrometer shall comprise of two mercurial thermometers of wet-bulb and drybulb of similar construction, and equal dimension, scale and divisions of scale, they shall be m ounted on a frame with a suitable reservoir containing water. (2) The wet-bulb shall be closely covered with a single layer of muslin, kept wet by means of a wick attached to it and dropping into the water in the reservoir. The muslin covering and the wick shall be suitable for the purpose, clean and free from size or grease. |
| 18 | (3) No part of the wet-bulb shall be within 76 millimeter from the dry-bulb or less than 25 millimeter from the surface of the water in the reservoir and the water reservoir shall be below it, on the side of it away from the dry-bulb (4) The bulb shall be spherical and or suitable dimensions and shall be freely exposed onnall sides to the air of the room. (5) The bores of the stems shall be such that the position of the top of the mercury coloumn shall be readily distinguishable at a distance of 60 centimeters. (6) Each thermometer shall be graduated so that accuate readings may be taken between 10 and 50 degrees(7) Every degree from 10 d complete all as specified and directed. |
| 19 | External Water supply |
| 20 | Item No 05 : Supply, laying and jointingofCentrifugally Cast (Spun) ,100 mm dia , Ductile Iron Pressure Pipes with Spigot & Socket end, Class K-7 conforming to IS: 8329/2000 and amendment No.1, 2 & 3 suitable for (push-on) rubber gasket jointing with centrifugally applied inside cement mortar lining with Portland Slag Cement as per IS: 455:1989 and external Metallic Zinc Coating as per annex A of IS 8329 with finishing layer of Bitumen coating as per Annex C of IS: 8329. , duly ISI marked and making joints usingEDPM/ nitrile rubber gaskets in trenches/under road/surface/ UG etc. and complete all as specified and directed. Rates are inclusive of EDPM/ nitrile rubber gaskets.Note : Excavation and earth work will be paid seperately under repective item of the schedule. Rates are inclusive ofDI specials and will be paid paid under respective item of schedule. |
| 21 | Item No 06 : Construction of brick masonry valve pit of size 1050 mm x 1050mm x 950 mm (internal dimensions) with one brick thick wall in cement mortar 1 : 4 on 100 mm thick PCC 1:4:8 type D2 (using 40mm graded broken stone aggregate) as in foundation lean concrete, including PCC 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) as in benching and coping and 10mm thick cement plaster in CM (1:4) internally and externally upto 15cm below ground level providing valve pit cover 40x40x6mm angle iron frame all-round fixed by means of 4 Nos holdfast 150mm long made out of flat iron 40x6mm embedded in PCC block (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) of size 230x200x100mm incl provn of hinges welded with angle iron frame and MS cover 3mm thck sheet, MS handle of suitable length and size welded with MS cover and suitable locking arrangement and applying two coats of synthetic enamel paint over a coat of red oxide primer including necessary excavation and earth work in soft/loose soil complete all as shown on drawing and as specified. |
| 22 | External Electric supply |
| 23 | Item No 07 :Earthing complete with galvanised steel earth plate electrode 60 cm x60 cm x 6 mm thick buried directly in ground ,(Earth pit not less than 2.25 meter deep below ground level) with top edge of plate not less than 1.5 meter below normal ground level ,connected to and including galvanised iron earth strip 32x 6 mmby means ofnut, bolts, check nuts and washers of galvanised iron or steel complete all as specified and directed including testing on completion including the material and labour of the following : - (a) Excavation and earth work for drilling hole for electrode in any type of Soil. (b) reinforced with welded steel wire fabric weighing not less than1.87 Kg/ Sq meter. (c) Funnel with watering pipe of GI 20 mm nominal bore light grade and lugs etc complete all as specified and directed (d) 40 mm nominal bore medium grade GI protection pipe upto 5 meter long for protection of earthing lead complete all as specified and directed. (e) Requisite quantity of common salt and charcoal. (f) Testing of earthing. |
| 24 | Item No 08 :M& L for cable root indicator MS sheet embossed with LT 1100 Volts Volts UGmade with CI Plate6 mm thick fixed with MS angle Iron of size 30x30x4mm of length 400 mm longincluding PCC work 1:2:4 type B1 of size 150x150x150 mm complete allas specified & directed |
| 25 | Item No 09 : Supply, Installation, test and Commissioning CPRI APPROVEDout door type, LT PANEL of Suitable made out of 3.15 mm thick CRCA Sheetwith projected Globe roof for rain water protection Dust and Vermin Proof ,Double door withboth side opening including Neoprene Rubber Gasket, suitable for 440 Volt 3 Phase 4 Wire System, including Danger Plate, Earthing Strip Point and Ventilation Louvers at Rear Side, Bottom detachable Gland Plate complete with suitable size Zinc Chromium Plated Nuts, Bolts and Washers, etc. and embeddedwith 50X50X6mm Mild Steel Angle Iron Frame and 750 mm above the Normal Ground Level complete withinternal connection with suitable size of cable, cable lugs and cable glandsPCC Foundation in Cement Concrete 1:3:6 (20 mm Graded Stone Aggregate) and Testing after Installation includingcomplete all as specified and comprising of the following :– |
| 26 | BUSBAR :-(i)150 Amps rated copper bus bar TPN duly insulated with coloured PVC sleeve as per standard colour code and rigidly mounted on bakelite/DMC insulatorbus bar support (Square/round) insulators of suitable size and good insulation resistanceINCOMING :- (a)MCCB 4 Pole100Amps, 25 KANo. - 01 (incoming)(b)Digital Voltmeter 3 PhaseClass-1 50Hz - 01 No. (c)Digital Ammeter3 PhaseClass-1 50Hz - 01 No. |
| 27 | (d) Indicator Lamps (LED type) & bakelite fuseshowing R,Y, G phase - 01 set(f) Copper wound with CTR 100/5 - 03 NosOUT GOING: (i) MCB SPN 32 Amps, 25KA 415 volts- 04 Nos ( one for Each Igloo)(ii) MCB SPN 32 Amps, 25KA 415 volts- 01 Nos (Stand by) (iii) Indicator Lamps (LED type) & bakelite fuse showing R,Y, B phase - 01 set |
| 28 | Fire Fighting |
| 29 | Item No 10 : Supply and lay pipe ductile Iron , S/S including specials, Class “K-9” IS 8329, ,150 mm (6”) dia complete all as specified and directed . |
| 30 | Item No 11 : Supply and fix hose Pipe01x30 Meter length or2x 15 Mtr , 63 mm diaas per IS 884includingNozzle , coupling all fitting accessories required at siteHose pipe shall be rubber lines woven jacketed and 63mm in diameter.They shall conform to type-2 (Reinforced rubber lined) of IS:639-1979. The hose shall be sufficiently flexible and capable of being rolled.Each run of hose pipe shall be complete with necessary coupling at the ends to matchwith the landing valve or with another run hose pipe or with Branch pipe. The couplings shall be of instantaneous spring lock type. Branch pipe shall be of gunmetal 63mm dia and be complete with maleinstantaneous spring lock type coupling for connection to the hose pipe. The branch pipe shall be externally threaded to receive the nozzle. The nozzle shall be of copper or gunmetal, 20mm in internal diameter. |
| 31 | Thescrew threads at the inlet connection shall match with the threading on the branch pipe,the inlet end shall have a hexagonal head to facilitate screwing of the nozzle on to thebranch pipe with nozzle spanner.End couplings, branch pipes, and nozzles shall conform to IS:903-1985, two hoses of 15 mtr. Lengths with couplings shall be provided with each external (yard) hydrant. One nozzle and one branch pipe with coupling shall be provided with each yard hudrant complete all as specified and directed. |
| 32 | Item No 12 : Supply and fix fire hydrant stand post with provn of single outlet conforming to IS 908, complete all as specified & directed. |
| 33 | Lighting Arrester |
| 34 | Item No 13 : M&L for providing copper chemical earthing complete with copper earth plate electrode of 90 x 60cm x 3.15mm thick buried directly in ground (Earth pit not less than 2.25 meters deep below ground level) with top edge of the plate not less than 1.5 meters below normal ground level, connected to copper earth lead 20 x 3.15 mm (copper strip) upto 7.5 meter long by means of bolts,nuts check nuts and washers of all galvanised iron or steel all as shown in electrical plate No.3 of SSR Part-1 and connected to and including phophor bronze or copper strip50x6mm 70mm long 3way test in PVC Junction boxpoint including necessary excavation/ earth work in any type of soil/rock strata, PCC 1:3:6 type C1 cement concrete 1:2:4 type B1 reinforced with welded steel wire fabric (AMP) not less than 4 KG per Sqm funnel with wire mesh , PCC pit with 50mm thick PCC cover etc. |
| 35 | The chemical should be tested and certified by any international accredited laboratory. The earthhencing compound should be tested referring to protocol IS 1350/&/EC62321/111/54/CDV. The PH value of compound should be between 7 to 8. The content of mercury (Hg) & Hexacromium should be below detection level. The electrode should be tested for salt spray test as per BIS117-09 for corrosion for minimum 500Hrs.including testing on completing including HDPE protection pipe 63mm dia heavy grade for earthing lead protection complete all as specified and directed including demolition of old unservicable earthing.Earthing strip should br burried in ground properly,necessary earth work for strip shall be deam incl. in quoted rate. |
| 36 | Item No 14 : M & L for fabrication of angle iron frame stand with equal angle of size 50x50x 6 mm suitable for fixing arrangement .Note: (i) Rate are Inclusive of all Minor nut /Bolt Required (ii) Rate are inclusive of all welding work required (iii) Rate are inclusive of one coat of red oxide primer and two coat of enamel paint & complete all as directed by Engr-in-Charge |
| 37 | Item No 15 : S&F of Glass Fibre Dunnage Boxes with 65% glass content made to dimension requirement (30X30X20 cm) complete all as directed by Engr-in-Charge |
| 38 | Item No 16: S&F of fire points wherever marked on drawingcomplete all as directed by Engr-in-Charge |
| 39 | Item No 17: S&F of Sign Boards wherever marked on drawingcomplete all as directed by Engr-in-Charge. |
