Tender For Provision Of Various Stores Along with Pathway At Xxxx At Zakhama Military Station; 1 Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out hard/dense soil complete all as specified and as directed. 2 Removal of excavated material [Soil] to a distance exceeding 250 m but not exceeding 500m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. 3 Earth work in excavation in all type of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by complete all as specified and as directed. 4 Earth work in excavation in all type of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5m to 3.0m in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by complete all as specified and as directed. 5 Material and labour treating the backfill in contact with foundation at the rate of 7.5 litres of ATT chemical emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and directed. 6 Material and labour treating the top surface of filled earth at the rate of 5 litres of ATT chemical emulsion per square metre of surface complete all as specified and directed. 7 Material and labour treating the soil under plinth protection at the rate of 5 litres of ATT chemicalemulsion per square metre of surface area complete all as specified and directed. 8 Material and labour treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed. 9 Material and labour for cement concrete 1:4:8 type D-2 (using 40mm graded aggregate) as in foundations filling and mass concrete complete all as specified and directed. 10 Material and labour for cement concrete 1:3:6 type C-2 (using 40mm graded aggregate) as in foundations filling and mass concrete complete all as specified and directed. 11 Material and labourfor reinforced cement concrete (design mix) in M-30 (20mm graded aggregate) 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 directed.Note:- (i) Reinforcement and form work required shall be measured and paid seperately(ii) Design mix will be approved by the Accepting Officer. 12 Material and labour for use and waste of 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 with rough finished surfaces of concrete, flat complete all as specified and as directed. 13 Material and labour for Reinforced cement concrete (design mix) in M-30, (20 mm graded aggregate) in columns/pillars complete all as specified and as directed.Note:- (i) Reinforcement and form work required shall be measured and paid seperately(ii) Design mix will be approved by the Accepting Officer. 14 Material and labour for use and waste of form work to sides of pillars, posts, struts, piers, piers, columns and stanchions of square, rectangular or polygonal shapewith rough finished surfaces of concretecomplete all as specified and as directed. 15 Material and labourfor reinforced cement concrete (design mix) in M-30 (20mm graded aggregates) for beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed.Note:- (i) Reinforcement and form work required shall be measured and paid seperately(ii) Design mix will be approved by the Accepting Officer. 16 Material and labourfor reinforced cement concrete (design mix) in M-30 (20mm graded aggregate) as in shelves complete all as specified and directed.Note:- (i) Reinforcement and form work required shall be measured and paid seperately(ii) Design mix will be approved by the Accepting Officer. 17 Material and labour for use and waste of 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 with rough finished surfaces of concrete flat complete all as specified and as directed. 18 M & L for RCC M-30 Design Mix, using 20mm graded stone aggregate as in Chajjas and the like complete all as specified and as directed.Note:- (i) Reinforcement and form work required shall be measured and paid seperately(ii) Design mix will be approved by the Accepting Officer. 19 Material and labour for formwork to chullah hoods, chajjas, troughs and similar items including edges complete all as specified and as directed. 20 Material and labour for providing precastcement concrete type B1 1:2:4 (using 20mm graded aggregates) as in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings, kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling), corbels, brackets, etc. (of any section indicated),with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar complete with joints to match with plain faces set in cement mortar 1:6 complete all as specified and as directed. 21 Supply & Fixing Reinforcement usingTMT steel bars,Fe500, 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 or welded all as specified and directed. 22 Supply & Fixing Reinforcement usingTMT steel bars, Fe 500, 8mm dia cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed. 23 Supply & Fixing Reinforcement usingTMT steel bars, Fe 500, of 5mm dia and over upto includig 10mm dia in stirrups spacers and binders and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed. 24 Material and labour forbrick work with sub class `B` bricks, old size,straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and as directed. 25 M & L for brick work in half brick thick walls using Fly Ash bricks straight or curved on plan to any radius built in Cement Mortar 1:4including 2 Nos of 6mm dia tmt bars at every fourth course of brick work complete all as specified and as directed. 26 Material & Labour for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including wateringcomplete all as specified and as directed. 27 Material and labour broken stone or boulders hardcore of gauge n.exc 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface all as specified and directed. 28 Material and labour Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed. 29 Material and labourfor 75mm thick cement concrete 1:4:8 type D2 (40mm graded aggreded) as in sub base, finish the surface even and rough to receive topping layercomplete all as specified and as directed. 30 Material & Labour for machine cut Kota stone slab flooring using 20 to 25mm thick slabs, laid and jointed with grey cement slurry mixed with a admixture of pigment to match shade of slab including rubbing and polishing to smooth mirror finish all to required sizes, the size and design / pattern of slabs shall be as directed, including diagonals, inlays, borders, margins in two or more shades of slabs including screed bed of mortar 20 mm thick in Cement Mortar 1:4 complete all as specified and as directed. 31 Material & Labour for machine cut kota stone slab as in riser of steps, skirting, dado etc. using 20 to 25mm thick slabs laid and jointed with grey cement slurry mixed with a admixture of pigment to match shade of slab including rubbing and polishing to smooth mirror finish all to required sizes, the size and design / pattern of slabs shall be as directed, including borders, margins in two or more shades of slabsover and including rendering of 10mm thick in cement mortar 1:3 complete all as specified and as directed. 32 Material & Labour for joint free non skid ceramic coloured tiles7 to 8mm thick (square /rectangular) of premium quality, area of each tile exceeding .11 sqm but not exc 0.18sqm in floors etc.set & jointed in neat cement slurry & pointed in white or coloured cement to match including screed bed of mortar 15 mm thick in Cement Mortar 1:4 complete all as specified and as directed. Note: The colour / shade / design of tiles shall be as approved by GE/AGE(I). 33 Material & Labour for joint free glazed ceramic coloured tiles 450 x 300 x 7 mm thick of premium quality on skirting/dado, set & jointed in neat cement slurry & pointed with white/coloured to match over and including rendering of 10mm thick in Cement Mortar 1:4 complete all as specified and as directed. Note: The colour / shade / design of tiles shall be as approved by GE/AGE(I). 34 Material and labourfor rendering 10 mm thick in CM 1:6 on fair faces of Brick masonry/Concrete surface finished even and smooth without using extra cement all as specified and directed. 35 Material & Labourfor rendering 15mm thick in cement mortar 1:4 including mixing with water proofing compound @ 2% weightof cement on brick masonry surface even and smooth without using extra cement complete all as specified and as directed.Note: Water proofing compoundwill be measured and paid separately. 36 Material and labour for preparation of newly plastered wall surfaces and applying two coats of Cement based Paint over a coat ofalkali resistant primer complete all as specified and as directed. 37 Material & Labour for 75mm thick, PCC 1:3:6, Type C-1, using 20mm graded aggregate as in Plinth protection etc surface finished even and smooth without using extra cement and providing necessary joints 12mm wide to the full depth of PCC at every 3 meters and every change of directions and the joints duly filled with mastic filling comprising of 01 Part of heated bitumen blown grade any penetration and 3 parts of sand [all by weight] complete all as specified and as directed. 38 S & F Rolled Mild Steel work confirming to Fe 410-W, Grade-E- 250, Quality-A as in Roof Trusses [framed], trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing [Beam, tee, angle, channel or flat sections] including distance pieces, cleats etc complete all as specified and as directed. 39 Supply and fixing steel work in tubular trusses i.e truss bottom, top bend, sides, side supports, holding plates, posts and base plate etc. including special shaped washers etc complete using ERW or induction butt welded tubes conforming to IS 1161-1998 grade St-240 etc complete all as specified and as directed . 40 Supply and fixing 0.50mm thick pre-painted galvalume aluminium Zinc coating GI based corrugated / semi corrugated trapezoidal profie sheet steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as per manufacturer instruction complete all as specified and as directed. 41 Supply and fixing 0.50mm thick pre-painted galvalume aluminium 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 as per manufacturer instruction complete all as specified and as directed. 42 S & F Rolled Mild Steel work conforming to Fe 410-W, Grade-E- 250, Quality-A as in Plates [Plain & Chequered], Channels, Angles, square cut or notched [ordinary or counter sunk] forming holes without any attachment including fixed with Nut and Bolt / welding complete all as specified and as directed. 43 Material and labour for preparation of new steel surfaces to receive painting over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primercomplete all as specified and directed. 44 Supply and fixing 125x60mm Pressed steel frames of thickness 1.6mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., including filling of frames with PCC 1:3:6, type C1, 12.5mm graded stone aggregates complete all as specified and directed. 45 S & F Factory made, 30mm thick, Second Class Hard Wood, Plain framed, Panelled Shutter [Two Panel] with Lock Rail and Panel of 9 mm BWP Commercial Ply or 12 mm Veneered Particle Board with Commercial Veneering on both faces, the size of Rail and Stile as per IS – 1003 [Part – I], Kiln Seasoned and Chemically Pressure treated and fitted to Chowkats complete all as specified and as directed. 46 Material and labour forpreparation of new wooden surface exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primercomplete all as specified and as directed. 47 Supply and fixing Aluminium anodised barrel tower bolt of extruded section and fixed 200 mm long complete all as specified and as directed. 48 Supply and fixing Aluminium alloy anodised Sliding Door Bolt with hasp and staple [Bolt Type] of size 250 mm and fixing clips of sheet cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy complete all as specified and as directed. 49 Supply and fixing 100 mm size, medium weight Butt Hinges, cold rolled, mild steel including fixtures complete all as specified and as directed. 50 Supply and fixing aluminium anodizedhandles 125mm long extruded, cast typecomplete all as specified and directed. 51 S&F powder coated Anodised aluminium frame (minimum thickness of powder coating 50 micron) fordoors, windows, partitions andventilators with or without rebates including joining cleats for fixing etc. complete all as specified and as directed. 52 S&F Anodised aluminium window and ventilator shutters, fixed type without sash bar, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws etc. complete all as specified 53 Supply and fixing 4 mm thick figured glass, pin head type, fixed with rubber beadingcomplete all as specified and as directed. 54 Material and labour for 40mm thick damp proof course in cement concrete 1:2:4 type B0 (12.5mm graded aggreded) to horizontal/vertical surfaces including necessary formwork complete all as specified and as directed. 55 Material and labour for applying evenly a coat of blown type bitumen at the rate of 1.50 kg per square metre and blinding with clean dry sand @ 0.05 cu. m. per sq. m complete all as specified and as directed. 56 Material and labour for preparing newly plastered wall surfaces and applying three coats of white washing complete all as specified and as directed. 57 Excavating over areas, n exc 1.5 m deep and getting outin Soft / Loose soil complete all as specified and asdirected. 58 Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep hard / dense soil complete all as specified and as directed. 59 Removal of excavated material [Soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. 60 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming. 61 Supply only integral water proofing compound (WPC) of best quality (ISI marked on packet) completeall as specified and as directed. 62 Excavation in post holes (or similar holes) each n.exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm, watering and removing surplus soil to a distance n.exc 50m and making good disturbed surface in soft/loose soil complete all as specified and as directed.. 63 Material and labour for precast Cement Concrete tiles of size 300 x 300 x 25mm thick as in floor, set and jointed in neat cement slurry and pointed with cement laid over and including 20mm thick screed bedin CM (1:4) complete all as specified and as directed. 64 Material and labour for Plain cement concrete Type B1 [Nominal Mix] 1:2:4 using 20mm graded stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work, complete all as specified and as directed. 65 M & L for rendering 15mm thick in cement mortar 1:6 onbrick masonry/ concrete surface even and smooth without using extra cement complete all as specified and as directed. 66 Material and labour for 25mm thick PCC (1:2:4) type B0 (using 12.50mm graded stone aggregate) as in concrete bed to drain, finish the surface even and smooth without using extra cement complete all as specified and as directed. 67 M & L Providing precast cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) in landings, cover slabs (for man holes etc.) chullah hoods, Chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge. Note- Reinforcement steel will be measured and paid separetely. 68 Material and labour for walling of random rubble,uncoursed, well bonded, bedded and solidly hearted, built in cement mortar (1:6 )complete all as specified and as directed 69 Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courseswith maximum depression on face from straight edge held against the dressed surface n exc. 20mmcomplete all as specified and as directed. 70 Material and labour for keyed pointing CM 1:4 to random or polygonal rubble,uncoursed or brought upto courses complete all as specified and as directed. 71 Materials and labour for Precast PCC 1:3:6 type C1 (using 20 mm graded stone aggregate) as in bond stone set in cement mortar 1:4 complete all as specified and as directed. 72 Supply and laying 75mm bore PVC [SWR] pipesin single piece without joint as weep hole in retaining wall complete all as specified and as directed. 73 Material & Labour for Hand packing with broken stone or boulders (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and as directed. 74 Material and labour for point wiring (surface type) for one light/fan/call bell point with 1.5 sqmmPVC insulated (FR-LSH) unsheathed copper cable multistranded conductor 1100 volts gradecontrolled by one way switchincluding 1.5 sqmm PVC (FR-LSH) insulated unsheathed copper cable multistrand conductor 1100 volts grade for continuity earth wire connected to common earth dolly drawn through and including PVC casing caping of suitable size with all accessoriesand PVC rectangular boxes for mounting switch, socket and fan regulator etc complete all as specified and as directed. Note: (i) Wiring shall be done in proper colour coding using red , yellow, blue for phase, black for neutral and green for earth. 75 All as per item No 74 above but for 3 pin 5 Amp socket outlet point controlled by one switch socket outlet on independent board complete all as specified and as directed. 76 Supply & fixing Switch socket combination 2 in 1, 3 pin, 5 Amp flush type universal controlled by one switch flush type complete all as specified and directed. 77 Supply and fixing ceiling rose, PVC/polycarbonate, isolated body surface bakelite, 65mm x 25mm,ISI marked three terminals complete all as specified and directed. 78 Supply & fixing switch piano flush type (ISI marked), single pole, one way 5 Amp, 240 Volts complete all as specified and directed. 79 Supply & Fixing Surface & wall mounted Energy efficient LED Tube Light Fitting of 20 watt, 4 feet long,5700 K of cool white, with extruded aluminium / CRCA housing and robust construction with necessary acrylic diffuser & integrated electronic driver, all accessories internally prewired and connecting up with twin core PVC insulated, sheathed flexible copper conductor cable of size 1.5 Sq.mmcomplete all as specified and as directed. Note: Light fitting shall be of PF>0.95 80 Supply and fixing LED street light fitting 35 Watt 230 V AC with Pressure Die Cast Aluminium Housing, IP66 protection, heat resistant glass cover, high power LEDs as light source, electronic driver, including GI Bracket made out of 40 mm bore GI Tube, Medium Grade of size not exceeding 1.20 m in length and bent to shape required and fixed with 2 Nos of Pole fitting Clamps made out of MS Flat of size 50 X 6mm, bolts, nuts, washers and painting with two coats of aluminium paint over a coat of primer red oxide zinc chrome primer and connecting up with three core PVC insulated, sheathed flexible copper conductor cable of size 1.5 Sq.mm complete all as specified and as directed. Note: Light fitting shall be of PF>0.95 81 Supply and fixing of MCB DB SPN 8 ways, powder coated, double door, 230 Volts,including bus bar neutral link, earth bar and din rail,for fixing MCB of various rating complete all as specified and as directed. 82 Supply & Fixing of MCB FP of capacity 63 Amps,415 V, 10 KA C curve complete all as specified and directed. 83 Supply & Fixing of MCB SP of capacity 6-32 Amps,240 V, 10 KA C curve complete all as specified and directed. 84 Supply & Fixing of MCB DP of capacity 6-32 Amps,240 V, 10 KA C curve complete all as specified and as directed.Note for serial Item No. 81 to 84: MCB and MCB DB shall be of same make as approved by AGE (I). 85 Material & Labour for sub main wiringwith two single core PVC insulated unsheathed 1100 volt grade multi stranded FRLS Copper conductor cable of size 2.5 sqmm (Nominal area) drawn through in and including PVCCasing/ Caping with all fittings and accessories alongwith one single core green colour PVC insulated unsheathed 1100 volt grade multi stranded FRLS Copper conductor cable of size 2.50 sqmm as earth lead and connected to earth dolly complete all as specified as directed. Note : (i) 3 Runs of 2.50 Sqmm cable and one run of PVC Casing/ Caping shall be measured as one unit length. 86 Material & Labour for sub main wiringwith two single core PVC insulated unsheathed 1100 volt grade multi stranded FRLS Copper conductor cable of size 1.5 sqmm (Nominal area) drawn through in and including PVCCasing/ Caping with all fittings and accessories alongwith one single core green colour PVC insulated unsheathed 1100 volt grade multi stranded FRLS Copper conductor cable of size 1.50 sqmm as earth lead and connected to earth dolly complete all as specified as directed. Note : (i) 3 Runs of 1.50 Sqmm cable and one run of PVC Casing/ Caping shall be measured as one unit length. 87 Supply and fixing steel tubular swaged pole, type 410 SP 31 (Overall length 9.00 meter) conforming to IS-2713 (Part 1 to 3) 1980 complete with cast iron base plate, finial taper plug, bolts, nuts and washers, screws. Pole shall be painted with two coat of black bituminous throughout internally and externally upto planting depth and the remaining external portion shall be painted with two coats of aluminum paints over a coat of red oxide primer, including painting of black & white alternate strips of 30cm each externally from ground level upto 1.2m with synthetic enamel paint, numbering of poles complete all as specified and as directed.Note: Excavation and earth work and PCC shall be measured and paid separately under respective items. 88 S & F Energy efficient LED Flood Light fitting, of 70 watt, 6500 K, with Pressure Die Cast Aluminium Housing, IP65 Protection, Heat resistant Toughened Glass Cover, high power LEDs as light source, electronic driver and connecting up with three core PVC insulated, sheathed flexible copper conductor cable of size 1.5 Sq.mmcomplete all as specified and as directed. Note: Light fitting shall be of PF>0.95 89 Supply, fixing, commissioning & testing of XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, Electric power cable (heavy duty) with aluminium conductors, 1100 volts, grade cross sectional area 16 sqmm 4 corelaid in trenches/fixed to wall/under road/pipe as per IS 7098 (Part I) etc including cable glands, aluminium lugs complete all as specified and as directed.Note:-Excavation and earth work, brick protection, sand cushioning etc will be measured and paid separately 90 Supply, fixing, commissioning & testing of XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, Electric power cable (heavy duty) with aluminium conductors, 1100 volts, grade cross sectional area 10 sqmm 2 corelaid in trenches/fixed to wall/under road/pipe as per IS 7098 (Part I) etc including cable glands, aluminium lugs complete all as specified and as directed.Note:-Excavation and earth work, brick protection, sand cushioning etc will be measured and paid separately 91 S & F Factory made FRP Junction Box of size 276 X 366 X 186mm with IP 66 Protection and including MCB, SP, 6 Amps, B Curve, 240 Volts [1 Nos] and one number heavy duty Four Way Connector for incomer and outgoing cable, suitable for Pole mounting and fixed with clamps made out of 40 X 3mm flat iron with suitable nuts, bolts, gland lugs etc duly painted with two coats of aluminium paint over a coat of red oxide zinc chrome primer complete all as specified and as directed. 92 Material and labour for well burnt subclass B bricks laid flat width wise along the length of cable for cable protection complete all as specified and as directed. 93 Materials and labour for sand filling around the cable with approved quality coarse sand for sand cushioning of Under ground cableincludingspreading and punning down to desired thickness complete all as specified and as directed.(Note: Punned thickness shall be measured for payment purpose) 94 Supply and laying 40 mm bore galvanised GI tubing, light grade with all fittings for passing of UG cables includingcomplete all as specified and as directed. 95 Materials and labour for earthing complete with galvanised iron earth plate electrode 600 mm x 600 mm x 6 mm thick, burried directly and preferably vertically 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 m below ground level connetced with galvanised wire of 4mm diaby means of nuts, bolts, check nuts and washers made of galvanised iron or steel earthing lead to be protected by galvanised iron pipe of 15mm bore (light grade) and other end connected to earthing test point or lightening arrestor or main controlling switch as directed including providing funnel with 20mm bore galvanised iron pipe (medium grade), wire mesh, charcoal or coke and common salt in alternate layer of 15cm (compacted thickness) all round the earth electrode, concrete earth pit in PCC (1:3:6) type C-1 (with 20mm graded aggregate), 50mm thick precast RCC (1:2:4) cover slab (re-inforced with 8mm dia TMT bar @ 15 cm C/C bothways and suitable handle made of 10mm dia) including necessary earth work in excavation, returning filling and removal of surplus earth upto a distance not exceeding 50 m etc all as shown on electrical plate No. 3 of MES Schedule Part-I(2009) complete including testing on earthing set all as specified and as directed.Notes:-(i) Main earthing strip from earth plate electrode to rest point upto length of 7.5 meters length shall deemed to be included in the unit rate quoted against this item. (ii) On testing after completion if the desired resistenance is not obtained the contractor shall redo the earthing without any extra cost to the department.
