CONSTR OF 02 X 10M HIGH GDT TOWERS(01 X MAIN AND 01 X HOT STANDBY) AGAINST JOB NO 81 SA/BTD/LBW-08/2022-23 UNDER GE(N) BATHINDA AT BATHINDA MIL STN

Amount

Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed by Engineer-in- charge.

Material and labour for cement concrete (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 RCC M-25 (Design mix) using 20 mm graded stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete 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 RCC M-25 (Design mix) using 20 mm graded stone aggregates as in columns, pillars, piers, posts and struts 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 RCC M-25 (Design mix) using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors,roofs, landings, balconies,canopies, deck slabs and in shelves and the like etc 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 RCC M-25 (Design mix) using 20 mm graded stone aggregates as in beams, cantilevers, bressummers, lintels over 1.5 m span and the like etc 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 RCC M-25 (Design Mix) using 20 mm graded stone aggregate as in Chajjas complete all as specified and directed by the Engineer-in-Charge.

Material and Labour for RCC M-25 (Design Mix) using 20 mm graded stone aggregate as on stairways including steps, string pieces carriage etc. complete all as specified and directed by the Engineer-in-Charge.

Material and labour for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. on rough finished flat surfaces of concrete complete all as specified and as directed.

Material and labour for formwork to soffits of suspended slabs such as roof slab, floor slabs, landings and similar work not exc 200 mm thick (horizontal or sloping) on rough finished flat surfaces of concrete complete all as specified and as directed by Engineer-in-charge.

Material and Labour for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter on rough finished flat surface complete all as specified and as directed.

Material and labour for Form work to chullah hoods, chajjas, including edges on rough finished flat surfaces of concrete complete all as specified & directed by Engineer-in- charge.

Material and Labour for formwork to sides of pillars, posts, struts, piers, columns and stanchions on rough finished surface of concrete in square,rectangular or polygonal complete all as specified and as directed by Engineer-in- charge.

Material and Labour Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm wide on rough finished surfaces of concrete complete all as specified and as directed.

Material and Labour for TMT steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as 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 TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders 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 including making of rungs, handles etc complete all as specified and as directed by Engineer-in-charge. NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.

Material and labour for rendering 5 mm thick in cement mortar in 1:3 on ceiling and finishing the surface even & smooth without using extra cement complete all as specified and directed.

Material and labour for 15mm thick rendering in CM 1:6 fair faces of brick work or concrete surfaces of walls and finishing even & smooth but without using extra cement complete all as specified and as directed by Engineer-in-charge.

Material and Labour for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces of walls and finishing the surface even & fair without using extra cement with using Integral water proof compound as per manufacturer's instructions complete all as specified and as directed by Engineer-in- charge. Note: Integral water proof compound shall be measured and paid seperately as supply only under appropriate item of Schedule'A' BoQ.

Supply only Integral water proof compound.

Material and labour for preparation of new plastered surafaces of walls and applying two coats of oil bound distemper over a coat of of alkali resistant priming paint complete all as specified and directed.

Material and labour for preparation of newly plastered surfaces of walls by brooming down with using broom/sand papering or by any other mean and preparing the surface smooth, applying one coat of exterior emulsion primer as priming coat and after that applying two coats of weather proof exterior emulsion paint (100% Exterior grade) including one coat of putty by using paint brush roller brush as approved tint / colur complete all as specified and as directed by Engineer-in-Charge

Material and labour for preparation of newly plastered surfaces of ceiling and applying three coats of white wash complete all as specified & directed by Engineer-in- charge

Material and Labour for Hard core using broken stone aggregate of gauge not exc. 63mm, deposited spread and leveled in layers not exceeding 150 mm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in- charge.

Material and Labour for 100mm thick Plain Cement Concrete 1:4:8 , type D-2, using 40 mm graded stone aggregates as in sub base complete all as specified and as directed by Engineer-in- charge .

Material and Labour for 40mm thick PCC (1:2:4) type B-0, using 12.50mm graded stone aggregates and finishing cement concrete surface even and smooth without using extra cement as in sub base complete all as specified and as directed by Engineer-in- charge .

Material and Labour for machine cut kota stone slab 18-20 mm thick in flooring as approved by GE laid over and including 20 mm thick screed in Cement mortar 1:6 , laid and jointed with grey cement slurry @ 3.00 Kg/ Sqm mixed with pigment to match the shade of kota stone slab including rubbing and polishing complete all as specified and as directed by Engineer-in- charge.

Material and Labour for 18-20 mm thick Kota stone slab as approved by GE in riser of steps, stairs, skirting,dado etc. over with and including rendering 15mm hick in cement mortar 1:4, laid and jointed with grey cement slurry @ 3.00 Kg/ Sqm mixed with pigment to match the shade of slab including rubbing and polishing complete all as specified and as directed by Engineer-in- charge.

Material and Labour for 75 mm thick PCC (1:3:6) type C-1 using 20 mm graded stone aggregate as in plinth protection,Hard standing , surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in- charge.

Cleaning the top surface of roof slab with wire brush and Material and labour for screed 15mm thick in cement mortar (1:4) with using Integral water proofing compound as per manufacturer's instructions complete all as specified and as directed by Engineer-in-Charge. Note: Integral water proof compound shall be measured and paid seperately as supply only under appropriate item of Schedule'A' BoQ.

Material and labour for PCC 1:2:4, Type B-0 using 12.5 mm graded stone aggregates laid to slope as directed over RCC Roofs, mass concrete as roof padding all as specified and as directed by Engineer-in-charge.

Material and Labour for Preparation of roof/ wall concrete / plastered surfaces & applied a coat of cold bituminous primer over cleaned surface @ 0.40 Kg/ Sqm followed by APP modified five layer polymeric membrane 3mm thick, minimum weight 3.00 Kg/Sqm reinforced with polyester non-woven fabric ( weighing not less than 150 gms/ Sqm) , laid as per the manufacturers instruction with side over lap of 75 mm & end over lap of 100mm & tucked into the chases on vertical surfaces if required complete all as specified and as directed by Engineer-in- charge

Material and Labour for factory made PCC Tiles (Type-A1) ISI Marked of size 250mm x 250mm 20- 22 mm thick , laid with grey cement and no pigment and bedded over with and including screed 15mm thick in cement mortar 1:4 and joints grouted flush in CM (1:3) mixed with @ 5% of crude oil by weight of cement over roof padding, complete all as specified. Note: roof padding shall be measured and paid seperately under appropriate item of Schedule'A' BoQ.

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 zinc chromate primer complete all as specified & directed by Engineer-in- charge.

Supply and fixing framed work such as grills, gratings etc, with ends of bars shouldered and /or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters ; walk ways; railing; framework of water tanks and similar work conforming to Fe 290 Gde-E-165 complete all as specified and as directed by Engineer-in-Charge.

Material and labour for surface mounted point wiring with 1.5 Sqmm (nominal cross section area ) FRLSH PVC insulated unsheathed and multi strand copper conductor cable 1100 volt drawn through and including PVC rigid conduit 20mm dia( heavy duty ) with all PVC fittings and all accessories i.e pipe bend, pipe hook, elbow, mild steel junction box, wooden box of suitable size (min 60mm deep), 3mm thick Bakelite plastic laminated sheet for mounting of switches, sockets and fan regulator for light/fan point controlled by one switch 5A fixed with brass screw & cup washers including provn of 1.5 Sqm FRLSH PVC insulated multi strand copper conductor wire continues as earth wire connected to earth duly etc. Complete all as specified and as directed by Engineer-in-charge. Note : (a) Wiring shall be done by using proper colour coding. (b) Earth wire shall be of green colour. (c) On RCC column/ceiling PVC conduit shall be provided on surface with proper fixing clips all as directed by Engr-in-Charge. (d) Switches, Sockets and fan regulator shall be measured and paid seperately under appropriate items of Schedule'A' BoQ.

All as per item No 36.00 here-in-befor but for socket outlet multistranded 5 pin 5 amp on same borad , complete all as specified and directed by Engineer-in-charge.

All as per item No 36.00 here-in-before but for socket outlet multistranded 5 pin 5 amp on Independent borad , complete all as specified and directed by Engineer-in-charge.

Material and labour for surface mounted point wiring with 2.5 Sqmm (nominal cross section area ) FRLSH PVC insulated unsheathed and multi stand copper conductor cable 1100 volt drawn through and including PVC rigid conduit 20mm dia( heavy duty ) with all PVC fittings and all accessories i.e pipe bend, pipe hook, elbow, mild steel junction box, wooden box of suitable size (min 60mm deep), 3mm thick Bakelite plastic laminated sheet for mounting of switches, sockets controlled by one switch 15A fixed with brass screw & cup washers including provn of 2.5 Sqm FRLSH PVC insulated multi strand copper conductor wire continues as earth wire connected to earth duly etc. Complete all as specified and as directed by Engineer-in-charge. Note : (a) Wiring shall be done by using proper colour coding. (b) Earth wire shall be of green colour. (c) On RCC column/ceiling PVC conduit shall be provided on surface with proper fixing clips all as directed by Engr-in-Charge. (d) Switches and Sockets shall be measured and paid seperately under appropriate items of Schedule'A' BoQ.

Supply and fixing 5/6 Amps Switch 250 volts AC one way ISI marked, complete all as specified and directed by Engineer-in-charge.

Supply and fixing switch piano flush type, single pole, one way, 15/16 Amps ISI marked, complete all as specified and directed by Engineer-in-charge.

Supply and fixing Socket outlet, 2 in 1, 3 pin, 5/6 Amps, flush type complete all as specified and directed by Engineer-in-charge.

Supply and fixing Socket outlet 3 pin, 15 / 16 Amp 240 V, flush type complete all as specified and directed by Engineer-in-charge.

Supply and fixing ceiling rose 3 phase flush type 6 Amp 250V AC topline series with polycarbonate 20mm X 50 mm two to three terminal, complete all as specified and directed by Engineer-in-charge.

Supply and Fixing New Generation Energy saving, Wall mounted 20 Watt LED Batten Tube light fitting with LED 20 watt tube rod 4 feet long , Extruded aluminum, heat shrinkable provided for efficent heat dissipartion and integrated electronic drived , Power factor > 0.95 , 100 Lumen / watt , 5700K duly fitted on PVC Square block complete all as specified and directed by Engineer-in-charge.

Supply and Fixing Sheet metal enclousers made out of CRCA mild steel sheet not less than 1.2mm thick,, double door, powder coated DB SPN 8 way 240 Volt, 200 Amps rated bus bar, dust and vermin proof suitable for incorporation of MCB's and isolators etc complete complete all as specified and as directed by Engineer-in- charge.Note: MCB/ Isolators shall be measured and paid seperately under appropriate item of BOQ.

Supply and Fixing MCB SP 6 to 40 Amps 240, 10 KA 'C' curve complete all as specified and as directed by Engineer-in- charge.

Supply and Fixing LED street light fitting 35 Watt 230V AC outdoor type with high pressure die cast aluminium hosing and heat resistant complete with driver, lamp bracket with impact and corrossion resistant complete with IP 65/66 protection, fixing with and including bracket made out of 40mm Galvanised Iron light grade pipe of 1.2 mtr length bent to shape with 02 sets of MS clamps made out of minimum 3 mm MS flat iron with suitable bolt and nuts complete with and including connection with copper cable of suitable size from ceiling rose to fitting complete all as manufacturer's instructions ,as specified and as directed by Engineer-in-charge. Note: The rate of bracket made out of 40mm Galvanised Iron light grade pipe of 1.2 mtr length bent to shape with 02 sets of MS clamps made out of minimum 3 mm MS flat iron with suitable bolt and nuts complete with and including connection with copper cable of suitable size from ceiling rose to fitting isincluded in this item and nothing shall be paid extra on this account.

Supply and laying or fixing or laid in trenches/ ducts/ through pipes/ in floors / under roads/ hard standing /along poles and testing LT cable XLPE, PVC insulated screened, bedded, galvanised steel strip or wire armourd cable (heavy duty) 1100 volt grade with aluminium conductor having cross sectional area 16 Sqmm 2 core conforming to IS-7098 (Part-I -1988) complete all as specified and as directed by Engineer-in-Charge. (Excavation and earth work, sand cushioning & GI pipe shall be measured and paid for separately)

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 (Soils ) not exceeding 50m and depositing where directed at a level not Exceeding 1.5 m above the starting point complete all as specified and as directed by Engineer-in-Charge.

Supply and laying Bricks sub class 'B' old size Burnt clay bricks, laid over sand cushioning laid at right angle along with cable complete all as specified and as directed by Engineer-in-Charge. Note: Sand for cushioning shall be measured and paid seperately under appropriate item of Schedule 'A' BoQ.

Material and Labour sand cushioning, with dry and clean fine river sand for underground cable 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cable complete all as specified. (Note:- Punned thickness shall be considered for payment purpose)

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/washersand including protected by 15mm dia GI light grade protection pipe from earth plate to test point, including making of test point. Earth plate shall be surrounded by packed layer of char coal/coke & salt all around bottom and top with alternative layer. 20mm GI medium grade pipe for watering (should be 10cm above GL) and including socket, plug, funnel, wire mesh, RCC cover and (including steel for cover) PCC (1:2:4) type B1 (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.

M/s Balvinder Singh Engineer and Contractors

SHARDA ENTERPRIES