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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹12.9 L+₹2.0 L (18.9%)Rejected-Finance | L2 | Rejected-Finance Quoted other than lowest rate | |
| 3 | L3₹13.8 L+₹2.9 L (26.7%)Rejected-Finance | L3 | Rejected-Finance Quoted other than lowest rate |
Tender Value
₹14.5 L
EMD Value
₹29,000
Closing Date
14 Mar 2021, 6:00 pmClosed
Shri Sachin H Chavan IDSE
Garrison Engineer (North) Bathinda Mil Stn
PROVN OF STORAGE SHED, HARD STANDING AND STEEL RACK UNDER AGE BR-III AND AGE EM OFFICE OF GE NORTH BATHINDA AT BATHINDA MIL STN
2021_MES_422206_1
8935/NIT-60/20-21
Open Tender
Civil Works
Item Rate
152 days
GE North Bathinda Mil Stn
Class E
9 documents required · 9 mandatory
₹500
GE (North) Bathinda
₹29,000
Yes
20 Mar 2021
15 Feb 2021
16 Mar 2021
15 Feb 2021
14 Mar 2021
1 Mar 2021
15 Feb 2021 - 20 Feb 2021
Amount
Supply and fixing Kitchen Rack / Dish Rack (Kitchen Stand or wall mounted) of size 9 inch deep, 24 inch wide and 30 inch height (Appx size) made out of Food Grade Stainless Steel 0.63mm thick sheet including necessary arrangements for plates and utencils to keep (Holds up to many plates or bowls To accommodate several place settings, Multipurpose), stylish modern streamline design, rust resistant, easy to assemble and clean including fitting accessories complete all as directed by Engineer-in-charge. Make : Prayag/Nirali/Neelkanth/Diamond
Surface dressing not exceeding 15cm deep in soft/ loose soil including cutting of grass, roots, bushes if any and filling of lower portion with soil obtained from cutting and excavation after sepration of grass, roots, bushes etc and dressing and removing from site all grass, roots and extra soil if any complete all as specified and as directed by Engineer-in-Charge.
Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundations, shafts, wells, cess pits, manholes, for taking out old pipe and laying new pipe line, for laying cable etc. not exceeding 10 Sqm on plan and getting out in soft/loose soil including trimming the sides and forming bottom surfaces to required levels complete all as specified and as directed by Engineer-in-charge.
Returning and filling including spreading, leveling watering and well ramming in layers not exceeding 25cm thick in soft/loose soil complete all as specified and as directed by Engineer-in-charge.
Removing excavated material (surplus soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-charge.
Material and labour for hard core of broken bricks of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified & directed by Engineer-in- charge.
Material and labour for hard core of broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified & directed by Engineer-in- charge.
Material and labour for 75 mm thick PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in flooring, hard standing, plinth protection/path etc. finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for 100mm thick cement concrete ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base of floor complete all as specified and as directed by Engineer-in-charge.
Material and labour for 75mm thick cement concrete ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and as directed by Engineer-in-charge.
Material and labour for PCC ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-charge.
Material and labour for 75mm thick cement concrete ( 1:2:4), type B-1 using 20 mm graded stone aggregate as in floor, hardstanding/paving/path etc, in panels size as directed with provision of dividing strips and surface finished even & smooth without using extra cement including necessary form work complete all as specified and as directed by Engineer-in-charge. NOTE : Dividing strips shall be measured and paid separately under appropriate item of BOQ.
Material and labour for 75mm thick cement concrete (1:2:4), type B-1 using 20 mm graded stone aggregate as in floor, ramp, hard standing, paving/path etc, in panels size as directed with provision of expansion joints and surface finished even & smooth without using extra cement including necessary form work complete all as specified and as directed by Engineer-in-charge. NOTE : Filling of expansion joints shall be measured and paid separately under appropriate item of BOQ.
Material and labour for 100mm thick cement concrete (1:2:4), type B-1 using 20 mm graded stone aggregate as in floor, ramp, hard standing, paving/path etc, in panels size as directed with provision of expansion joints and surface finished even & smooth without using extra cement including necessary form work complete all as specified and as directed by Engineer-in-charge. NOTE : Filling of expansion joints shall be measured and paid separately under appropriate item of BOQ.
Material and labour for forming 20mm thick expansion joints (depth of concrete slab 75-100mm) filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound Grade 'A' including cutting extra concrete as required complete all as specified and as directed by Engineer-in-Charge.
Material and labour for forming 12mm thick expansion joints (depth of concrete slab 75-100mm) filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound Grade 'A' including cutting extra concrete as required complete all as specified and as directed by Engineer-in-Charge.
Supply & fixing 3mm thick, 38mm wide glass dividing strips inserted in position to the required design/ pattern all as specified & directed by Engineer-in- charge
Material and labour for brick work with sub class ‘B’ old size burnt clay bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:6) complete all as specified and as directed by Engineer-in-charge.
Form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar work vertical or to better rough finished flat complete all as specified & directed by Engineer-in- charge.
Form work to flat sides and soffits of floor or roof beams, beam haunchings , lintels, cantilevers, shelves including supports, overhangs, sides of chajjas etc and similar works rough finished flat surfaces complete all as specified & directed by Engineer-in- charge.
Material and labour for reinforced cement concrete (1:2:4) (nominal mix) type B-1 using 20mm graded stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases of columns etc. complete all as specified and directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.
Material and labour for reinforced cement concrete (1:2:4) (nominal mix) type B-1 using 20mm graded stone aggregate as in beams, cantilevers, bressummers., lintels, cills, steps; seismic and other similar bands complete all as specified and as directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.
Material and labour for plastering 15mm thick in cement mortar (1:6) on any face of Brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for rendering/plastering 15mm thick in cement mortar (1:4) on any face of Brick walls or concrete surfaces including mixing of liquid WPC in mortar @ 200ml per bag of cement of 50kg, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. (Note :- Water proofing compound shall be measured & paid separately as Supply only)
Supply only liquid water proofing compound complete all as specified and as directed by the Engineer-in-Charge. Make : Dr Fixit/Fosroc/BASF/STP
Supply and fixing 60 mm thick (M35 grade) precast interlocking tile/paving block factory casted (made by using PVC paver mould / Rubber paver moulds on Vibrating Table Machine) using grey cement and no pigment, shape haxagon / trigular / zigzag / I-shaped etc, as directed, prepolished & preglazed, specification as per relevant IS, having compressive strength not less than 350 Kg/ Sqcm, laid over sand upto required thick layer and filling the interstices etc complete all as specified and as directed by the Engineer-in-Charge. Note : - (i) Sand for filling shall be measured & paid separately as Supply only but labour for spreding leveling shall be included in the unit rate of this item)
Supply and fixing 80 mm thick (M40 grade) precast interlocking tile/paving block factory casted (made by using PVC paver mould / Rubber paver moulds on Vibrating Table Machine) using grey cement and pigment, prepolished & preglazed (any colour as directed), shape haxagon / trigular / zigzag / I-shaped etc, as directed, prepolished & preglazed, specification as per relevant IS, having compressive strength not less than 400 Kg/ Sqcm, laid over sand upto required thick layer and filling the interstices etc complete all as specified and as directed by the Engineer-in-Charge. Note : - (i) Sand for filling shall be measured & paid separately as Supply only but labour for spreding leveling shall be included in the unit rate of this item)
Supply only fine sand without silt (Fazilka/Zera or any other approved sources) for filling under interlocking tiles and the interstices etc complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for PCC (1:3:6), type C-1 using 20 mm graded stone aggregate as in coping/packing around chequered tiles/interlocking tiles/PCC jalli & similar work etc complete all as specified and as directed by Engineer-in-charge.
Material and labour for precast cement concrete (1:2:4) type B1 using 20mm graded stone aggregate in kerb stone, quoin blocks, copings, kneelers, apex stones, boundary pillars, bed plates, bonders ( for stone walling), etc with plain fair faces, chamfers, weatherings, slightly rounded or chamfered angles and throating etc including form work and laying and setting in cement mortar (1:4) complete all as specified and as directed by Engineer-in-charge.
Material and labour for machine cut 18 to 22 mm thick, Kota stone slab (size of slab not less than 550x550mm) as in flooring, laid over and including 15 mm thick bedding layer in cement mortar (1:6) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing /grinding (mirror finish) and polishing by machine, including machine cutting to make it square or rectangular as per site complete all as specified and as directed by Engineer-in-Charge.
Material and labour for machine cut 18 to 22mm thick, Kota stone slab as in riser of steps, skirting, dado and on pillar, laid over and including 10 mm thick bedding layer in cement mortar (1:4) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing /grinding (mirror finish ) and polishing by machine, including machine cutting to make it square or rectangular complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing factory made 105 x 60mm pressed steel frames, thickness of sheet 1.25mm for doors with one or more rebates including supply and fixing necessary lugs and lock strike plate, etc. , including fixing butt hinges suitable Nos as directed for each leaf, complete all as specified and as directed by Engineer-in- charge. Note : - (i) Butt hinges shall be measured and paid separately under appropriate item of BOQ as supply only.
Material and labour for PCC (1:3:6) type C-0, using 12.5 mm graded aggregated as in back filling of chowkhats and for hold fast complete all as specified and as directed by Engineer-in-Charge
Supply & fixing factory made plain framed panelled shutters (two panels as approved), 35mm thick of 2nd class hard wood with lock rail and panel inserts of 12mm veneered particle board with commercial veneering on both faces. The size of rails and styles as per IS-1003 (Part-I), kiln seasoned as per IS-1141 and chemically pressure treated as per IS-401, including 2nd class soft wood kail beading 20mm wide tapering from 10mm to 5mm on one side and also fitted to chowkhat complete all as specified and as directed by Engineer-in- charge. Note : - (i) The sutters shall be brought at site without primer and same shall be applying at site as per direction of Engineer-in-charge. Primer shall be measured paid separately under appropriate item (painting) of BOQ.
Supply & fixing, factory made steel window confirming to IS 1038 with side hung shutters including projecting type hinges, with steel handle, steel peg stay, complete, dovetailed welded, with glazing bars including fixing of lugs in PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) complete all as specified & as directed by Engineer-in- charge.
Supply & fixing, factory made steel window confirming to IS 1038 with side hung shutters including projecting type hinges, with steel handle, steel peg stay, complete, dovetailed welded, without glazing bars (mosquito proof shutter) including fixing of lugs in PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) complete all as specified & as directed by Engineer-in- charge.
Material and labour for mild steel work conforming to Fe-290 (Gde E-165) as in grills, gratings etc. with ends of bars shouldered and/ or rivetted or forged into spikes; framed guard bars, walkways, railing, framed work of water tanks and similar works complete all as specified and as directed by Engineer-in- charge.
Supply only 100mm long powder coated mild steel butt hinges medium weight cold rolled complete all as specified & directed by Engineer-in-charge.
Supply & fixing mild steel barrel tower bolt stove enamelled black with bright bolt 150 mm long, fixed complete all as specified & directed by Engineer-in- charge.
Supply & fixing mild steel sliding door bolts 300mm long, plate type, stove enameled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts washers, four on bolt plate and two on staple plate complete all as specified & directed by Engineer-in- charge.
Supply & fixing mild steel pressed handle of size 150mm, oval type stove enamelled black complete all as specified and as directed by Engineer-in- charge.
Supply & fixing 3mm thick sheet glass ordinary quality in squares not exceeding 0.5sqm in each pane (for new door/window) and fixed in any type of doors/windows/ventilators with wooden bead/pin tacked/with oil putty etc. as required or as directed including cutting of glass as per site requirement complete all as specified & directed by Engineer-in- charge.
Supply and fixing Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-charge.
Supply and fixing Pre- painted galvatume aluminum zinc coating GI based plain steel sheet 0.50mm thick, any colour having tensile strength of 550 Mpa as in ridge (including cutting and bent to shape), roof covering, fixed with self tapping screws complete all as specified and as directed by Engineer-in-charge.
Material and labour for mild steel framed work, framed/truss work made by using hollow square/rectangular/round pipe (ERW or induction butt welded tubes conforming to latest relevant IS), or other section like angle, tee, plate, distance pieces, cleats etc. and cut to shape, drilled and counter sunk for screw, as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and fixed with angle cleats or other connecting plates, gusset plates, brackets, bending and welding, riveting etc, conforming to Gde Fe-410-W (Gde E-250 quality A) complete all as specified and as directed by the Engineer-in-Charge. Note ;- Sketch of truss design and steel section to be used shall be approved by Engineer-in-charge in writing before execution)
Material and labour for preparation of new plastered surfaces of walls/pillars /cornices by brooming down with using broom/sand papering or by any other mean, washing down with water and applying two coats of cement base paint as per approved tint/colour by using paint brush complete all as specified and as directed by Engineer-in-Charge.
Material and labour for preparation of new kerb stone surfaces (plastered / unplastered concrete surface) of any description not otherwise described over 10cm width or girth, by cleaning the dust and removing all loose particle with using clean cloths, brooms and dry paint brush etc and after preparing the surfaces applying two coats of synthetic enamel paint (1st quality) of approved tint/colour (one colour or alternative colour black/white/yellow etc) complete as specified and as directed by Engineer-in-Charge.
Material and labour for preparation of new plastered surfaces of walls/pillars /cornices by brooming down or by sand papering or by any other mean and after preparing the surfaces applying three coats of white wash complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Preparation of new wooden or wood based surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified & directed by Engineer-in- charge.
Material and labour for preparation of new steel and iron surfaces of any description not otherwise described over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed by Engineer-in- charge.
Material and labour for concealed Point wiring (using red, black and green colour wires as colour coding for single phase circuits) complete with 1.5 Sqmm (nominal cross section area) FRLSH PVC insulated unsheathed and multi strand copper conductor cable 1100 volt (ISI marked) drawn through and including PVC rigid conduit 20mm dia (heavy duty) with all fittings and all accessories i.e. pipe bend, pipe hook, elbow, junction box, Pressed steel powder coated sunken box of suitable size (Min 60mm deep, suitable length and made out of 1.6mm thick sheet) concealed in wall, including inner and outer plates suitable for fixing the moudular switches, sockets and fan regulator, wiring for light /fan/ bell point controlled by one switch (on indipendent board), including provn of 1.5 Sqmm FRLSH PVC insulated multi strand copper conductor wire continues as earth wire connected to earth dolly etc. including cutting chases in wall and making good disturbed surfaces of walls/ceiling/floors etc. by using CM (1:3) complete all as specified and as directed by Engineer-in-charge. (switches , sockets etc. shall be measured and paid separately under appropriate item of BOQ).
All as per above Srl item No. 52 but for one socket out let 5/6 Amps point controlled by one switch (on same board) complete all as specified and as directed by Engineer-in-charge. (switches, sockets etc. shall be measured and paid separately under appropriate item of BOQ).
All as per above Srl item No. 52 but for one socket out let 5/6 Amps point controlled by one switch (on indipendent board and not below the any other switch board) complete all as specified and as directed by Engineer-in-charge. (switches , sockets etc. shall be measured and paid separately under appropriate item of BOQ).
Material and labour for concealed Point wiring (using red, black and green colour wires as colour coding for single phase circuits) complete with 2.5 Sqmm (nominal cross section area) FRLSH PVC insulated unsheathed and multi strand copper conductor cable 1100 volt (ISI marked) drawn through and including PVC rigid conduit 20mm dia (heavy duty) with all fittings and all accessories i.e. pipe bend, pipe hook, elbow, junction box, Pressed steel powder coated sunken box of suitable size (Min 60mm deep, suitable length and made out of 1.6mm thick sheet), including inner and outer plates suitable for fixing the moudular switches, sockets and fan regulator, wiring for one socket out let 15/16 Amps point controlled by one switch (on indipendent board), including provn of 2.5 Sqmm FRLSH PVC insulated unsheathed and multi strand copper conductor cable 1100 volt (ISI marked) continues as earth wire connected to earth dolly etc. including cutting chases in wall and making good disturbed surfaces of walls/ceiling/floors etc. by using CM (1:3) complete all as specified and as directed by Engineer-in-charge. (switches , sockets etc. shall be measured and paid separately under appropriate item of BOQ).
Supply and fixing modular switch piano type (ISI marked) , 5/6Amps, single pole, one way fixed on inner plate complete all as specified and as directed by Engineer-in-charge. (Inner and outer plate shall be measured and paid in point wiring item of BOQ).
Supply and fixing modular Socket outlet multipurpose type (ISI marked), 2 in 1, 3/5 pin 5/6 Amp, flush type fixed on inner plate complete all as specified and as directed by Engineer-in-charge. (Inner and outer plate shall be measured and paid in point wiring item of BOQ).
Supply and fixing modular switch piano type (ISI marked) , 15/16Amps, single pole, one way fixed on inner plate complete all as specified and as directed by Engineer-in-charge. (Inner and outer plate shall be measured and paid in point wiring item of BOQ).
Supply and fixing modular Socket outlet multipurpose type (ISI marked), 2 in 1, 3/5 pin 15/16 Amp, flush type fixed on inner plate complete all as specified and as directed by Engineer-in-charge. (Inner and outer plate shall be measured and paid in point wiring item of BOQ).
Supply and fixing ceiling rose (ISI marked) surface type polycarbonate isolated body two to three terminal, topline series 20x50mm, 6 Amp, 250 volts, complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing stepped type (1-4/5), electronic Fan regulator (two module, modular type), 100-120 watt, 250 volts, fixed on inner plate complete all as specified and as directed by Engineer-in-charge. (Inner and outer plate shall be measured and paid in point wiring item of BOQ).
Supply and fixing blanking plate suitable for any type of DB box complete all as specified and as directed by Engineer-in-charge.
Supply and fixing (concealed in wall or as directed) factory made DB (made out of CRCA sheet) SPN, 8 Way 240V, double door, earth bar, copper bus bar 200 Amp and neutral link, protection class IP-43 suitable for mounting MCB/Isolator, conforming to IS-8623, BS-5484 dust and vermin proof, and including making good disturbed surfaces of walls as necessaty complete all as specified and directed by Engineer-in-charge. Note :- MCB’s shall be measured and paid separately under appropriate item of BOQ.
Supply and fixing MCB ‘C’ curve suitable for 240 volts AC supply, 06 to 32 Amps, SP with over load and short circuit protection and rupturing capacity not less than 10 KA, complete all as specified and as directed by Engineer-in-charge.
Supply and fixing MCB ‘C’ curve suitable for 240 volts AC supply, 32 Amp, SPN with over load and short circuit protection and rupturing capacity not less than 10 KA, complete all as specified and as directed by Engineer-in-charge.
Supply and fixing surfaces mounted (fixing along wall / along pole / steel member of truss including fixing mateial, MS clamps, nut bolts, steel wire etc) LED Batten T-8 Retro LED 18/20 watt (100 lumens per watt), appx 4 feet long, pre wired including LED tube light with in built driver, not less than 6000K, complete fitting and all other accessories, including electric connection complete all as specified and as directed by Engineer-in-Charge. Make - Cat part No BLRB 18W CWc and BLRB-DB 118 of Bajaj / LT8-20-865-2 and DMLN1LT8-16 of Crompton / PHOTONULTRA 1213T8SSTL 18W LED 865SPC and REGALBATTENT 8UPTO1 X 22WSSBS WH of Havells
Supply and fixing Sleek Pressure die cast aluminium housing/body, heat resistant clear glass, LED lens for wide beam, energy saving, IP65/66 protection, not less than 5700K, better optics for uniform distribution street/Roadway luminaire with high power LED 25 watt complete fitting with driver, LED strip and all other accessories etc, suitable for 40/32mm OD entry for direct mounting on pipe bracket, fixing on poles/along wall with and including brackets made out of GI tubing light grade 40mm dia, 2 metre long bent to shape at 120 degree angle at half metre from bottom (as per sample), fixing with MS clamp (02 Nos) and nut bolts, including before fixing applying two coats of aluminium paint on bracket and clamp over a coat of red oxide primer, including making electric connection with using twin core copper cable of suitable size complete all as specified and as directed by Engineer-in-charge. Make - Cat part No LSTS-25-CDL of Crompton/ BRLEP 25W LED WH of Bajaj / ENDURA PEARL SL25W LED757SASYTOPC of Havells
Supply and laying XLPE LT Cable of size 16 Sqmm, 2 core, 1100 Volt grade heavy duty with XLPE insulated, stranded aluminium conductor served with an inner sheathening of PVC tape armoured with Galvanized steel strip or wire and over all PVC Sheathed stranded conductor conforming to IS- 7098 (Part-I) with latest amendments laid in trenches/fixed to wall/pole/laid in floor including necessary connections and suitable size of thimbling complete all as specified and as directed by Engineer-in-charge. Note :- (i) Excavation, earth work, sand cushioning, brick protection, cutting of road and pipe shall be measured & paid separately under appropriate item of this Schedule.)
Supply and filling Local sand cushioning , with dry and clean sand, over and under the under ground cables in trenches, ducts for cable protection including consolidation, 80mm thick to the authorized width as per SSR–Part-I before laying of cable and 150mm thick after laying of cable complete all as specified and as directed by Engineer-in-Charge. (Note :- For measurement purpose puned thickness shall be measured and paid i.e 18cm.)
Supply and laying Best quality, locally available, sub class ‘B’ bricks (Old Size) for cable protection cover, laid flat and dry in trenches over the cable , perpendicular to the direction of cable complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing/laying GI tubing, light grade, 40 mm bore for protection of cable or earthing lead wire under hardstanding/fixed along poles/wall, laid in in trenches etc complete all as specified and as directed by Engineer-in-Charge.
Supply and hanging/fixing ceiling fan 1200 mm sweep in white/off white colour, 50watt, copper winding, 3 Blade, single phase, 230 volts 50 Hz double ball bearing, energy saver/energy-efficient, alongwith hanging rod (length as per site requirement or as directed by Engineer-in-charge), canopy (lower and upper), rubber real, nut bolts, lock pin etc. including making electrical connection with flexible round twin core multi strand copper cable suitable size complete all as specified and as directed by Engineer-in-Charge. Make and cat part :- Entrust 50 of Crompton / Energia of USHA / ES 50 of Havelles / Electra 50 of Bajaj Note :- (i) Srl Number of ceiling fan and 'GE North BTD' shall also be writing on fan with red colour permanent marker, cost for the same shall deemed to be included in the quoted unit rate, nothing shall be paid extra on this account, Srl number will be issued by Engineer-in-Charge. (ii) Ceiling fan installed/hanging at site as directed by Engineer-in-charge (from market to AGE E/M store/AGE E/M store to sites /Location, all conditions will be the responsibility of contractor and nothing extra will be admissible on this account
Material and labour for Earthing complete with galvanised iron earth plate electrode of size 60cm x 60cm x 6mm buried directly in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 metre below normal ground level, connected to and including earth continuity GI wire 4 mm (upto test point from earth plate i.e. 7.5m min) by means of GI bolts/nuts/washers and including protected by 15mm dia GI light grade protection pipe from earth plate to test point, including making of test point made of gun metal or phosphorus bronze size 75x75x25mm drilled and screwed including 3 Nos- 8mm dia 25mm long hex head screw. Earth plate shall be surrounded by packed layer of char coal/coke & salt all around bottom and top with alternative layer. 20mm GI light grade pipe for watering (should be 10cm above GL) and including socket, plug, funnel, wire mesh, CI cover 10mm thick hanged to CFI frame, PCC chamber pit made with PCC (1:3:6) type C1 (using 20 mm graded stone aggregate), including necessary form work, excavation and earth work in any type of soil , returning filling and disposal of surplus soil to a distance not exceeding 50m, complete all as specified & shown in electrical plate No. 3 of SSR 2009 (Part-I) complete all as specified and and as directed by Engineer-in-charge. Note:- (i) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (ii) The earth testing arrangement should be done by the contractor as per direction of Engineer-in-charge.
R B BUILDERS
M/s Kamal Builders
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