PROVN OF ENVIRONMENTAL POND WITH DRAINAGE, PROVN OF GENERATOR SHED AT OFFRS MESS, PROVN OF 01 X INCINERATOR NEAR BLDG. NO P-65 AND ADDN/ALTN TO OR BATHING POINT UNDER AGE B/R-III AND AGE E/M-V OF GE (N) BATHINDA AT BATHINDA MIL STN

Amount

B/R Works

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.

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 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 complete all as specified and as directed by Engineer-in-charge.

Material and labour for brick work with sub class ‘B’ old size bricks straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:4) complete all as specified and as directed by Engineer-in-charge.

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 mild steel TMT bars 8mm 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.)

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 Framed work such as grills, gratings, cattle trap etc. with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work made out of MS angle, round bars, flat iron, round pipe or other section conforming to Fe.290.Gde-E-165 including welding work complete all as specified and as directed by Engineer-in- charge.

Supply and fixing geo textile filter fabric (3 m x 3 m) in layer complete all as specified and as directed by Engineer-in- charge.

Material and labour for PCC ( 1:3:6), type C-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 brick work using sub class 'A' laid-on-edge in floors (less than ½ brick thick), built in cement mortar (1:6) and pointed in cement mortar (1:3) complete all as specified & directed by Engineer-in- charge.

Material and labour for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. (inner girth only measured) complete all as specified and as directed by Engineer-in-charge.

Material and labour for PCC (1:2:4), type B-1 using 20 mm graded stone aggregate as in coping/packing around chequered tiles/interlocking tiles & similar work etc complete all as specified and as directed by Engineer-in-charge.

Material and labour for screed bed or bedding layer of mortar 50 mm thick over hard core in cement mortar 1:4 proper laying and finish and even complete all as specified and as directed by Engineer-in-charge.

Material and labour for cement concrete (1:3:6), type C2 using 40mm graded stone aggregate as in bed of drain pipe of size 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 reinforced concrete pipes, class NP-2, 450 mm dia laid and jointed complete with collars all as specified and as directed by Engineer-in- charge.

Excavation in post holes in soft/loose soil n. exc 0.50 cum each, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc 25 cm including removing of surplus spoil to a distance n exc 50 mtr and making good the disturbed surfaces all as specified and directed by Engineer-in-Charge.

Material and labour for mild steel work tubular poles/post including special shaped washers etc. complete using ERW or induction butt welded tubes conforming to latest relevant IS grade St-240 complete all as specified & 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)

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 0.63 mm thick galvanised, corrugated mild steel sheeting (having 275 gms zinc coating per sqm of sheet area) with two corrugations side lap, fixed with L-type or J-type or cranked hook bolts and washers, in roof, wall etc 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 100 mm thick cement concrete (1:2:4), type B-1 using 20 mm graded stone aggregate as in flooring, hard standing etc, and surface finished even & smooth without using extra cement including necessary form work complete all as specified and as directed by Engineer-in-charge.

Material and labour for forming 12mm thick expansion joints (thickness of concrete slab 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 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.

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.

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/ loose soil including cutting of grass, roots, bushes if any and filling of lower portion with soil obtained from cutting and dressing complete all as specified and as directed by Engineer-in-charge.

Material and labour for brick work with sub class ‘B’ old size 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 mild steel framed work/Framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, rails, braces, riveting, nut bolts etc., complete conforming to Fe 410-0 or 310-0 (Gde-E- 250) quality-A complete all as specified and as directed by the 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 PCC ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base flooring concrete complete all as specified and as directed by Engineer-in-charge.

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 only Fazilka/Zera (or any other approved sources) fine sand without silt 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 Kerb stone/ 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 glazed ceramic coloured tiles (300x450)x7 to 8mm thick, as in vertical surface such as skirting, dado etc. set and jointed in neat cement slurry over and including 10 mm thick bedding layer (rendering) in cement mortar (1:4) and pointed in white or coloured cement to match the shade of tile, including necessary cutting as per site requirement, complete all as specified and directed by Engineer-in-Charge.

Material and labour for Non Skid ceramic coloured tiles 7 to 8 mm thick square or rectangular area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, as in floor set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement, tiles laid over and including 15 mm thick bedding layer (screed) in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

Material and labour for mild steel work, angle iron, bars, flat iron as in Bands, straps, supports for stiffening of fencing or stays clamps, hold fasts, wall ties, hooks, plain angle cleats for securing purlins, knee piece inserts, two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and as directed by Engineer-in- charge.

Supply and fixing 0.5 mm thick galvanised, aluminum zinc coating GI based plain steel sheet of any 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 & fixing 20 cm x 20 cm x 25 mm thick chequered cement concrete tiles as in floor/path, set, jointed and pointed in neat cement slurry with grey cement and no pigment, tiles laid over and including 20 mm thick bedding layer (screed) in cement mortar (1:4) complete all as specified and as directed by Engineer-in-Charge.

Supply & fixing chromium plated shower rose 125mm size, with or without swivel joints, any size, including fixing to steel pipe or union complete all as specified and as directed by Engineer-in-charge.

Supply and fixing bib tap cast copper alloy, chromium plated, fancy type with crutch or butterfly handle with capstan head, screwed down, screwed for iron pipe or for brass ferrule 15mm bore complete all as specified & directed by Engineer-in-charge.

Supply and fixing solid PVC door frame of size 50mm x 47mm made out 5mm thick plain clour PVC sheet reinforced with MS square tube including painting of edges to match with sheet, all as specified & shown in relevant drawing of item No. 8095 in MES Schedule SSR-2010 (Part-II), fixed in opening complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing factory made Solid PVC Moulded Door Shutter, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm plain colour PVC sheet on back face, with wood free EPS, door to be fixed to frame with 3 Nos extruded brass butt hinges (with S/S hinge pin) B-11 type, bright polished of size 100mm and fixing with 32mm long steel screws drilled suitable to pass through both the walls of the MS tube complete all as specified in SSR (Part-I, specifications) & shown in relevant drawing of item No. 8101 and 8103 in SSR (Part-II, rates) complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing aluminium anodised barrel tower bolt of extruded section, 150mm long complete all as specified & directed by Engineer-in-charge.

Supplyand fixing 75 mm long stainless steel butt hinges heavy duty complete all as specified & directed by Engineer-in-charge.

Supply and fixing aluminium anodised handles, fabricated type, 150mm long complete all as specified & directed by Engineer-in-charge.

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 & fixing stainless steel mild steel wire cloth 0.56mm nominal dia of wire and average width of aperture 1.18mm fixed with tinned tack or galvanised wire staples complete all as specified & directed by Engineer-in- charge.

Supply & fixing and cutting as per size requirement 4 mm thick sheet glass ordinary quality in squares not exceeding 0.5 sqm in each pane 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 galvanized steel tubing (GI pipe) medium grade 15mm 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 directed ) and making good disturbed surfaces of walls including cutting and threading of pipe complete all as specified and as directed by Engineer-in- charge.

E/M Works

Material & Labour for point wiring complete with 1.5 sqmm (nominal area) PVC insulated and unsheathed multi stranded copper conductor FRLSH cable (ISI marked) 1100 volts in existing concealed surface conduit and existing shunken box covered with new 3mm thick bakelite laminated hylem sheet (ISI marked) for one light point /fan point/exhaust fan controlled by one switch including 1.5 Sqmm single core multi stranded FRLSH copper earth wire to common earth and connecting to earthh dolly complete all as specified and directed by Engr - in- Charge

All as per item No 57 here in before but for socket outlet 5 pin 5 Amp on same board, complete all as specified and as directed by Engineer-in-Charge.

All as per item No 57 here in before but for socket outlet 5 pin 5 Amp on independent board but not below the switch board, complete all as specified and as directed by Engineer-in-Charge.

All as per srl item No 57 here-in-before but socket out let one 6 pin, 6/16 Amps, 2 in 1 with cable 2.5 Sqmm multistranded copper conductor FRLSH cable on the independent board including provision of 2.5 Sqmm PVC insulated copper conductor FRLSH cable continuos as earth wire connected to earth dolly conductor etc., complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing switch piano flush type, single pole, two way, 5/6 Amps ISI mark, complete all as specified and as directed by Engineer-in-Charge.

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

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

Supply and fixing Socket outlet multipurpose , 2 in 1, 5 pin, 15/16 Amps, flush type, complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing ceiling rose surface type polycarbonate, isolated body two to three terinal,, tpline series 20 x 50mm, 6 Amps, three terminal, complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing lamp holder PVC/ polycarbonate type with back plate suitable for batten fitting with LED bulb 9w complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing wall mounted Retro LED 20 watt, Batten decorative type, appx 4 feet long, pre wired including LED tube light 20W, 6000K with inbuilt driver complete fitting and all other accessories fitting arrangements including electric connection connecting with using flexible copper wire twin core upto ceiling rose/connector complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing New generation energy saving & environmental friendly long life versatile pressure die -cast aluminium IP 66 roadway luminaire with high power LED of 25/35 watt with toughened glass complete with suitable GI for security light fitting fixing to wall/column & electrical connection to the light fitting providing 1.5 mtr long twin core round copper conductor cable of suitable size and testing complete all as specified and directed.

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, including making good disturbed surfaces of walls as necessaty complete all as specified and directed by Engineer-in-charge.

Supply and fixing MCB SPN 32-40 Amps, 10 KA 'C' curve 230 V AC, 50 Hz including necessary attachment complete all as specified and directed by Engineer-in-Charge.

Supply and fixing MCB SP suitable for 230 volts AC supply 6 to 40 Amps, SP rupturing capacity not less than 10KA, C Curve complete all as specified directed.

Supply, laying and testing cable XLPE Insulated screened PVC bedded galvanised steel strip or wire armoured, electric power cable (Heavy duty) with stranded aluminium conductor 1100 V grade cross sectional area 16 Sqmm, 2 core.

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 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 fixing of exhaust fan stainless steel body 300 mm sweep (BEE, 5 star rated) with louvres, 230V, single phase AC supply, hanging on wall with 4 Nos steel fastners 10mm dia 100mm long and making good the disturbed surface as per existing surfaces, and connection to fan with suitable flexible twin core round copper wire complete all as specified and directed by Engineer-in-Charge. Note :- (i) Srl Number of exhaust 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.

Material and labour for Earthing complete with galvanised iron earth plate electrode of size 60cm x 60cm x 6.3mm 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. 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, RCC cover and (including steel for cover) PCC (1:2:4) type B1 (using 20 mm graded stone aggregate) as in earthing pit including necessary form work, excavation & earth work, all as specified & shown in electrical plate No. 3 of SSR (Part – I) complete all 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.

Singla Enterprises

M/s DHEERAJ JAIN CONSTRUCTION COMPANY

M/s PANKAJ KUMAR

M/S SAI BUILDERS

R K GOYAL & COMPANY

G N CONSTRUCTIONS

M/s VISHAL ELECTRIC STORE