SPECIAL REPAIR TO SEWAGE LINE, CONSTRUCTION OF SWT AND SECURITY POST UNDER AGE BR-V AND AGE EM OFFICE OF GE NORTH BATHINDA AT BATHINDA MIL STN

Amount

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.

Excavation in trenches, not exceeding 1.5 m wide and exceeding 1.5 m but not exceeding 3m 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.

Excavation over areas, not exceeding 1.5mtr deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

Excavation over areas, exceeding 1.5mtr and not exceeding 3mtr deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

Excavation over areas, exceeding 3mtr and not exceeding 4.5mtr deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

Excavation over areas, exceeding 4.5mtr and not exceeding 6mtr deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.

Labour for earth removing and filling under floor/plinth, spreading, levelling in layers n exc. 25 cm thick (each layer) consolidating the surface with Durmat/hand roller, rolling to required gradient and camber and upto entire satisfaction of Engineer-in-charge including levelling, well ramming including watering as required and consolidation complete all as specified and directed by Engineer-in-Charge. Note :- Extra Earth obtain from excavation (same site) shall be re-used.

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.

Removing excavated material (surplus soil) to a distance exceeding 50 mtr but not exceeding 100 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.

Demolition of cement concrete (unreinforced) in ground floor and paving not exceeding 15cm thickness below or above ground level of any description and in any position including removing rubbish material from building and thrown in low lying empty area (as per direcction of AGE/JE) at any distance upto 500 metres from the site complete all as specified and as 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 50 mm thick PCC (1:3:6) type C-1 using 20mm 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 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 PCC (1:2:4), type B-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete, sub base of sewage tank & similar work etc complete all as specified and as directed by Engineer-in-charge.

Material and labour for 40mm thick cement concrete (1:2:4), type B-1 using 20 mm graded stone aggregate as in flooring, hard standing 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 40 mm thick damp proof course in cement concrete (1:2:4) type B0 using 12.5mm graded stone aggregate) to horizontal or vertical surfaces including necessary form work and including mixing of liquid WPC in mortar @ 200ml per bag of cement of 50kg, complete all as specified and as directed by Engineer-in- charge. (Note :- WPC shall be measured & paid separately as Supply only)

Demolition of brick work or stone / boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, in any description including cleaning and stacking serviceable brick for re use and balance removing rubbish from the site complete all as specified and as 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.

Material and labour for brick work using sub class 'B' old size bricks in brick-on-edge walls (less than ½ brick thick), built in cement mortar (1:4) complete all as specified & directed by Engineer-in- charge.

Material and labour for Loose filling with broken bricks aggregates of gauge 40 to 80 mm in soakage pits, soakage wells complete all as specified & directed by Engineer-in- charge.

Material & labour for continuous brick edging (sub class ‘B’) with width equal to the width of brick laid dry on end vertically including necessary earth work, embedding bricks at depth as directed and removal of surplus soil complete all as specified. Note : Each row shall be measured and paid separately.

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 faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillaters, buttresses etc vertical or to batter to rough finished surfaces of concrete as flat surfaces complete all as specified & directed by Engineer-in- charge.

Form work to soffits of suspended slabs such as flat roof slabs, floor slabs, shelf slab, landings and similar work not exceeding 200mm thick (horizontal or sloping) rough finished complete all as specified and as directed by Engineer-in- charge.

Form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm wide, rough finished surfaces of concrete complete all as specified and 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 20 mm graded stone aggregate as in walls, retaining walls, basement wall, ballast walls and the like, any thickness above top of footing including attached pilasters and buttresses 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.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 reinforced cement concrete (1:2:4) (nominal mix) type B-1 using 20mm graded stone aggregate as in slabs supported on walls, beams and columns landing, balconies, canopies, deck slabs and in shelves and the like 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 mild steel TMT bars 10mm dia and over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)

Material and labour for mild steel TMT bars 6 mm to 8mm dia cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)

Material and labour for mild steel TMT bars 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders cut to length, bent to shape required including bending, cranking etc and binding with and including MS wire (annealed) not less than 0.9mm dia, complete all as specified & directed by Engineer-in- charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose)

Material and labour for mild steel work as in bands, rings, steps in SWT/manhole/soakage well, hooks handles manhole covers, hold fast and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and as directed by Engineer-in- charge.

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 plastering 10mm thick in cement mortar (1:3) on fare face of 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)

Material and labour for rendering/plastering 15mm thick in cement mortar (1:4) 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.

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 & fixing, factory made steel ventilators all as per IS 1038/83, with top hung shutters including hinges, suitable steel handle, steel peg stay, fixing 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 and fixing galvanized steel tubing (GI pipe) medium grade 25mm bore ISI marked with all new fittings like elbow, tee, union, socket, reducer etc. and fixed complete to walls, ceiling and laid in floor or concealed in walls including cutting chases in wall (as required) and making good disturbed surfaces of walls including cutting and threading of pipe complete all as specified and as directed by Engineer-in- charge.

Material and labour pre-cast RCC (1:2:4) B-1 using 20 mm graded crushed stone aggregates as in pre-cast manholes cover slabs of any thickness size and shape including all necessary form work, finishing concrete surface fair and even and set in CM (1:4) at site as directed complete all as specified and directed by Engineer-in-Charge. (NOTE : Reinforcement shall be measured and paid separately under appropriate item of this schedule.

Material and labour cutting into existing manholes/septic tank for connecting new drain upto 150mm internal dia, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round to 3/4 section) in cement concrete (1:2:4) type B-1 smooth finished, and reforming benching as required complete all as specified & directed by Engineer-in-charge.

Material and labour for cement concrete (1:4:8), type D2 using 40mm graded stone aggregate as in bed of drain pipe of size upto 150mm bore (internal) including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed by Engineer-in- charge.

Material and labour for 150mm bore (internal dia) salt glazed stone ware (SGSW) drain pipe, grade ‘A’, laid on concrete bed to required slope in trenches, jointing with packed spun yarn and in cement and sand mortar (1:1) and tested complete all as specified and directed by Engineer-in-Charge. (Note : Excavation, earrh work and concrete bed shall be measured and paid separately under appropriate item of BOQ.)

Supply and fixing stop valve/angle valve cast copper alloy, with crutch or butterfly handle, screwed down, screwed both end for iron pipe or for brass ferrule or for unions 25mm bore complete all as specified & directed by Engineer-in-charge. Note :- The minimum weight shall be as given in SSR or in relevant IS.

Supply and fixing anodised aluminium snap grid frame work of size of grid 605 x605mm for false ceiling including necessary notching and prepared holes, the snap grid shall consist of anodised aluminium main tee of size 36.5mm x 25mm x 1.4mm weighing 0.24 Kg/RM, cross and Intermediate tee of size 23.5mm x 26.4mm x 1.4mm weighing 0.191 Kg/RM. The main and cross tee shall be jointed at junction with steel screws or MS bolts, nuts and washers, the snap grid (main / cross tee sections) shall be supported at ends all along the wall with anodised aluminium angle of size 35mm x25mmx 2mm weighing 0.36 Kg/RM fixed to wall with suitable arrangement and duly suspended with 4mm GI wire hangers (upto 1200 mm length) adjusting level fixed to roof slab by means of ceiling cleats made of GI flat 40x3mm size 60mm long and expansion hold fasteners 12.5mm dia 40mm long including providing 12mm thick gypsum board in grid fixed in false ceiling grid made of aluminium as per above specifications complete all as specified and as 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.

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 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 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 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, 3mm thick bakelite plastic laminated hylem sheet for mounting of switches/socket/regulator with brass screws & cup washers , 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. 56 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. 56 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 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), 3mm thick bakelite plastic laminated hylem sheet for mounting of switches/socket with brass screws & cup washers, 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 switch piano flush type (ISI marked) semi modular, 5/6Amps, single pole, one way fixed on laminated sheet complete all as specified and as directed by Engineer-in-charge. (Hylem sheet shall be measured and paid in point wiring item of BOQ).

Supply and fixing Socket outlet multipurpose type (ISI marked) semi modular, 2 in 1, 3/5 pin 5/6 Amp, flush type fixed on laminated sheet complete all as specified and as directed by Engineer-in-charge. (Hylem sheet shall be measured and paid in point wiring item of BOQ).

Supply and fixing switch piano flush type (ISI marked) semi modular, 15/16Amps, single pole, one way complete all as specified and as directed by Engineer-in-charge. (Hylem sheet shall be measured and paid in point wiring item of BOQ).

Supply and fixing Socket outlet multipurpose type (ISI marked) semi modular, 2 in 1, 3/5 pin 15/16 Amp, flush type fixed on laminated sheet complete all as specified and as directed by Engineer-in-charge. (Hylem sheet 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 batten holder (ISI marked) polycarbonate cased body (B22 base), top line series, with back plate, 5/6Amps, 250 volts including LED lamp lumeno of 9 watt suitable for B-22 based holder complete all as specified and directed by Engineer-in-Charge.

Supply and fixing stepped type (1-4), electronic Fan regulator (two module), 100 watt, 250 volts, fixed on laminated sheet suitable for ceiling fan complete all as specified by Engineer-in-charge. (laminated sheet and covering frame shall be measured and paid in point wiring item of BOQ).

Supply and fixing (concealed in wall or as directed) factory made DB (made out of CRCA sheet) SPN, 04 Way 230/240V, double door, earth bar, copper bus bar 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 isolator suitable for 240 volts AC supply, 40 Amps to 63 Amp, SPN, rupturing capacity not less than 10 KA, complete all as specified and as directed by Engineer-in-charge.

Supply and fixing surfaces mounted 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 1213T8SSTL18WLED865SPC and REGALBATTENT 8UPTO1X22WSSBSWH 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 / HLSLD-09-25CWL-R of Halonix

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.

Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ

M/s HANS BROTHERS

V K CONTRACTOR

SHARDA ENTERPRIES

K L JINDAL AND CO.