Military Engineer Services Tender
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Costs
EMD
₹ 51,100Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_700308_1Tender No
CWE(BHI)/HAL-80/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Material and labour for hardcore of broken bricks of gauge n exc. 63 mm, deposited, spread and levelled and compacted in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge.
9
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Material and labour for cement concrete M-25 design mix (using 20mm graded aggregate) for foundations, including rafts, footings, foundations beams, plinth beams, bases for columns etc complete all as specified and directed by Engineer-in-Charge.
19.2
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Material and labour for cement concrete M-25 desigh mix (using 20mm graded aggregate) for columns, pillars, piers, post and strut complete all as specified and directed by Engineer-in-Charge.
5.3
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Material and labour for cement concrete M-25 desigh mix (using 20mm graded aggregate) for beams, cantilivers, beressummers, lintels over 1.5m span, chajja complete all as specified and directed by Engineer-in-Charge.
1.9
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Material and labour for cement concrete M-25 desigh mix (using 20mm graded aggregate) for slab supported on walls, roof beams and columns in floors, roofs, landings, balconies, canopies, deck slab and in shelves and this like complete all as specified and directed by Engineer-in-Charge.
34
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Material and labour for formwork to sides of concrete, foundations, footings, bases of columns, rafts and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work for rough finished surface complete all as specified and directed by Engineer-in-Charge.
95
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Material and labour for formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished complete all as specified and directed by Engineer-in-Charge.
50
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Material and labour for formwork to sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, chajja, cantiliver shelves etc. for rough finished complete all as specified and directed by Engineer-in-Charge.
62
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Material and labour for formwork to soffits of suspended slabs such as roof slabs, floors slabs, landings and similar work not exceeding 200mm thick (horizontal or sloping) for fair finished surface complete all as specified and directed by Engineer-in-Charge.
150
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Material and labour for formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete raillings, opening in concrete walls, floors and roofs n exc 20cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 5cm but n exc 10cm etc. for fair finished surface complete all as specified and directed by Engineer-in-Charge.
126
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Material and labour for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns,footing, plinth beam, roof beam, lintels, slabs and other similar structures etc., hooking ends and binding with and incl mild steel wire (annealed) not less than 0.9mm dia or securing with clips ccomplete all as specified and directed by Engineer-in-Charge.
5800
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Material and labour for mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders etc complete all as specified and directed by Engineer-in-Charge.
1460
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Material and labour for brickwork with fly ash modular bricks, straight or curved on plan exc 6m mean radius, built in in CM 1:6 complete all as specified and directed by Engineer-in-Charge.
37
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Material and labour for rendering 15mm thick on cement mortar 1:4 finished fair faces of brick/concrete surfaces even and fair without using extra cement complete all as specified and directed by Engineer-in-Charge.
170
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Material and labour for rendering 10 mm thick cement plaster in CM (1:6) on fair faces of brick or concrete surfaces and finishing the surface even and fair etc complete all as specified and directed by Engineer-in-Charge.
180
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Material and labour for rendering 5 mm thick cement plaster in CM (1:3) on fair faces of concrete surfaces in ceiling complete all as specified and directed by Engineer-in-Charge.
120
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Material and labour for prepration of new plastered surfaces of ceiling and applying three coats of white wash complete all as specified and directed by Engineer-in-Charge.
120
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Material and labour for applying 1-2 mm thick wall care putty on walls including making surface even and smooth using sand paper before applying priming coat complete all as specified and directed by Engineer-in-Charge.
180
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Material and labour for preparation of new plastered or unplastered surface of walls applying two coat of distemper oil emulsion over one coat of primer complete all as specified and directed by Engineer-in-Charge.
180
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Material and labour for newly plastered surface of walls including corners and applying two coats of 100% Premium exterior acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali and fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm complete all as specified and directed by Engineer-in-Charge.
170
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Material and labour for 75 mm thick cement concrete type D-2, 1:4:8 (40 mm graded stone aggregate) as in sub base complete all as specified and directed by Engineer-in-Charge.
90
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Material and labour for 75 mm thick cement concrete type C-2, 1:3:6 (40 mm graded stone aggregate) as in sub base, plinth protection complete all as specified and directed by Engineer-in-Charge.
96
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Material and labour for Vitrified tiles 10 mm thick dark shade (square/ rectangular) polished, area of each tile not exceeding 0.36 sqm, in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match including 15mm thick screed bed in CM (1:4) for laying floor finishes complete all as specified and directed by Engineer-in-Charge.
76
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Material and labour for Vitrified tiles 10 mm thick dark shade (square/ rectangular) on vertical surfaces as in skirting set and jointed in neat cement slurry and pointed in white or coloured cement to match including 10mm thick cement plaster in CM 1:4 to receive vertical tiles complete all as specified and directed by Engineer-in-Charge.
3.8
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Material and labour for machine cut kota stone slab flooring 20-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab over 15mm thick screed bed of CM 1:4 including rubbing and polishing complete all as specified and directed by Engineer-in-Charge.
25
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Material and labour for machine cut kota stone slab 20-25mm thick in riser of steps, skirting, dado and pillar laid over cement screed and cement slurry including 10mm thick cement plaster 1:3 CM to receive kota stone and jointed rubbing and polishing complete all as specified and directed by Engineer-in-Charge.
2.2
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Material and labour for granite 18-20mm thick of any type (table rubbed and polished in steps, jambs pillars, window cill, cooking platform and like in cement mortar 1:4 including pointing in white cement complete all as specified and directed by Engineer-in-Charge.
2.4
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Rounding the edge of stone slabs one edge such as in steps, cooking platforms and the other simmilar situation complete all as specified and directed by Engineer-in-Charge.
6
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Supply and fixing of Pressed steel frames of size 105 X 60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate etc complete all as specified and directed by Engineer-in-Charge.
11
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Material and labour for PCC (1:3:6) type C-1 using 20 mm graded aggregate as in back of pressed steel chowkhats etc complete all as specified and directed by Engineer-in-Charge.
0.07
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Material and labour for 35mm thick of 2nd class hard wood plain framed factory made panelled shutters (any number of pannel) with panel of timber flat on both side (feathered edged) or of 12mm thick veneered particle boards with commercial faces vineers. Complete incl fixed to chowkhat the size of rails and styles as per IS 1003 or as described in SSR Part-I kiln seasoned and chemically preassure treated complete all as specified and directed by Engineer-in-Charge.
5.4
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Supply and fixing of 150 Aluminium anodised barrel tower bolts of extruded section and fixed complete all as specified and directed by Engineer-in-Charge.
4
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Supply and fixing of extruded Aluminium handles, cast type, anodised of size 150mm complete all as specified and directed by Engineer-in-Charge.
8
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Supply and fixing of Anodised aluminium frame for doors, windows ventilators (Powder Coated) with one or more rebates including joining cleat for fixing etc. complete all as specified and directed by Engineer-in-Charge.
24
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Supply and fixing of Anodised aluminium window and ventilator shutters, side hung type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 no.). hinges type B-21 100mm long (2 no.) suitable handle (1 no.) complete all as specified and directed by Engineer-in-Charge.
5.2
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Supply and fixing of Powder coated aluminium decorative grill of size of mesh 75mm fixed with doors, window for safety of glass etc complete all as specified and directed by Engineer-in-Charge.
5.2
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Material and labour sheet glass ordinary quality 5.5mm thick and glazing with oil putty or fixed with bead/ glazing pins in squares n.exc 0.5 sqm each pane all corner of glass to be fixed with silicon complete all as specified and directed by Engineer-in-Charge.
4.5
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Supply and fixing of 300mm long aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified and directed by Engineer-in-Charge.
2
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Material and labour for preparation of new untreated wooden surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed by Engineer-in-Charge.
14
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Supply and fixing of PVC (SWR) pipes of 110 mm dia, single socketed fixed to walls complete all as specified and directed by Engineer-in-Charge.
14
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Supply and fixing of PVC (SWR) bends of 110 mm dia, any radius complete all as specified and directed by Engineer-in-Charge.
8
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Supply and fixing of 20 mm dia stainless steel polished 204 grade drapery rod/ curtain rod 1 to 2mm thick with finals decorative, including fixing of brackets and both ends decorative knobs complete all as specified and directed as per approved sample by Engr-in-Charge.
8
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Supply and fixing of sinks made of stainless steel 1mm thick kitchen or labroatory with plugs, washers and wastes including bedding in cement mortar on to dwarf wall or including fixing cantilever brackets and connecting union to pipe, overall size 495mm x 420mm bowl size 410mm x 330mm x 160mm complete all as specified and directed by Engineer-in-Charge.
1
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Material and labour for treating the bottom and sides of excavation at the rate of 5 ltrs of emulsion per sqm of surface area complete all as specified and directed by Engineer-in-Charge.
240
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Material and labour for treating the back fill in contact with foundation at the rate of 7.50 ltr of emulsion per sqm of vertical surface complete all as specified and directed by Engineer-in-Charge.
140
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Material and labour for treating the top surface of filled earth at the rate of 5 ltr of emulsion per square meter of surface area complete all as specified and directed by Engineer-in-Charge.
90
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Material and labour for treating the soil under plinth protection at the rate of 5 ltr of emulsion per square meter of surface area complete all as specified and directed by Engineer-in-Charge.
40
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Material and labour for treating the soil along with external perimeter of building at the rate of 2.25 ltr of emultion per meter of the perimeter wall complete all as specified and directed by Engineer-in-Charge
42
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Material and labour for roughening surfaces of concrete slab by picking, sweeping clean and washing down with water to remove dust etc complete all as specified and directed by Engineer-in-Charge.
130
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Material and labour for brushing neat cement slurry with 3.0 Kg of cement per sqm complete all as specified and directed by Engineer-in-Charge.
130
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Material and labour for providing cement concrete type B-1 (1:2:4) 20 mm graded stone aggregate for providing slope, roof kerbs or mud stops rounded or chamfered edges complete all as specified and directed by Engineer-in-Charge.
2
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Material and labour for 10mm thick screed bed or bedding layer in cement mortar 1:4, laid on roof, mixed with water proofing compound when concrete is green, as per manufacturere instructions complete all as specified and directed by Engineer-in-Charge. Note : Water proofing compound shall be measured and paid separately.
130
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Supply only integral water proofing compound, ISI marked complete all as specified and as directed.
26.4
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Material and labour for APP based polymeric membrane of minimum 3 mm thick and minimum weight not less than 3.0 Kg/sqm, reinforced with polyster non woven fabric matt (weight not less than 150 gm/sqm), laid with forced application over roof surface with a coat of hot blown bitumen conforming to IS-3384-1965 of grade 85/25 @ 1.2 Kg/Sqm at bottom of the membrane as bonding material, complete all as per manufacturer's instructions all as specified and directed by Engineer-in-Charge.
130
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Supply and fixing of 18 mm thick PVC ply of plain color fixed with screws, solvent cement/ adhesive to make kitchen/ lab cabinet sides top and bottom and shelves inside the cabinets complete as per specifications and as directed by the Engineer‐in‐Charge.
6
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Supply and fixing of 18 mm thick PVC ply of one side Prelam/ Rigidlam and other side balancing laminate colour to make kitchen/ lab cabinetshutter/ drawer front shutters complete as per specifications and as directed by the Engineer‐in‐Charge.
11
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Supply and fixing of 5 mm thick PVC ply of plain white colour fixed with screws, solvent cement/ adhesive to make kitchen/ lab cabinet back covering and pull out drawer base complete as per specifications and as directed by the Engineer‐in‐Charge.
6
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Supply and fixing of 20mm wide & 1mm thick PVC edge beeding with suitable adhesive complete all as specified and directed by Engineer-in-Charge.
14
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Supply and fixing of Ball bearing runners 45 mm Telescopic Channel (20 Inch) full extension load capacity 50 Kg complete all as specified and directed by Engineer-in-Charge.
3
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Supply and fixing of stainless steel handles 100 mm size for kitchen cabinet shutters complete all as specified and directed by Engineer-in-Charge.
6
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Material and labour for Continous piano hinges stainless steel, bright finish width of flaps when open 40 mm complete all as specified and directed by Engineer-in-Charge.
12
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Supply and fixing of Hasp and staple safety type aluminium powder coated with mild steel pin inculding bolt to hinge plate and fix with screws 150 mm size of hasps and staples complete all as specified and directed by Engineer-in-Charge.
2
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Supply and fixing of Magnetic catcher for cupboards complete all as specified and directed by Engineer-in-Charge.
10
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Supply and fixing of 1000 ltr rotational moulded three layered polyethylene water storage tank (cylindrical vertical with closed top) hoisted including 20mm ball valve, all required fittings and fixed in position complete all as specified and directed by Engr-in-Charge.
1
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Material and labour for hard core of broken bricks of gauge exe 63 mm deposited spread and leveled in layers not exc 15cm thick watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge.
4.5
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Material and labour for machine pressed precast concrete interlocking paver block rubber finish with grey cement and pigment of any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 grade complete all as specified and directed by Engineer-in-Charge.
60
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Material and labour for sand filling under floor or foundation (40mm thick ) including watering and ramming complete all as specified and directed by Engineer-in-Charge.
2.4
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Material and labour for cement concrete type B-1, 1:2:4 (20 mm graded agg.) as in coping, benching end interlocking paver blocks complete all as specified and directed by Engineer-in-Charge.
0.61
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Material and labour for concrete bed to drain pipes 150mm bore using cement concrete type C-2 1:3:6 including packing under and haunching against the sides of pipes after they are laid and tested in complete all as specified and directed by Engineer-in-Charge.
40
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Supply and fixing of reinforced cement concrete pipe 150mm bore, class NP-3 laid in trenches and jointed complete all as specified and directed by Engineer-in-Charge.
40
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Material and labour for cement concrete type C-2 1:3:6 (40mm graded stone aggregate) in benching complete all as specified and directed by Engineer-in-Charge.
0.16
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Material and labour for brick work with sub class `B' bricks, straight or curved on plan exc 6m mean radius, built in cm 1:6 using old size bricks complete all as specified and directed by Engineer-in-Charge.
1.5
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Material and labour for rendering 15mm thick on fair faces of brick or concrete surfaces in cement mortar 1:4 is to be finished even and smooth (without using extra cement) using water proofing compound complete all as specified and directed by Engineer-in-Charge.
7.3
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Removal of demolished material to a distance exc 1.50 Km and n.exc 5 Km and deposited where directed complete all as specified and directed by Engineer-in-Charge.
5.85
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Material and labour for mild steel round 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 quality conforming to complete all as specified and directed by Engineer-in-Charge.
24
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Material and labour for providing precast cement concrete type B-1 1:2:4 (20mm graded stone aggregate) set in cement mortar 1:4 as in cover slabs for manholes complete all as specified and directed by Engineer-in-Charge.
0.15
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Cutting into existing manhole for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC 1:2:4 type B-1 smooth finished or reforming benching as required for 200mm internal dia of pipe complete all as specified and directed by Engineer-in-Charge.
1
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Surface excavation not exc 30cm deep and averaging 15cm deep and getting out in soft / loose soil complete all as specified and directed by Engineer-in-Charge.
380
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Removing excavated soil exc. 250m but n exc 500m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge.
48
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Supply and laying of GI tubing 40mm bore medium grade with all fittings like socket, union, elbow, bend, tee etc jointed and laid in trenches complete all as specified and directed by Engineer-in-Charge.
40
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Supply and laying of GI tubing 20mm bore medium grade with all fittings like socket, union, elbow, bend, tee etc jointed and laid in trenches complete all as specified and directed by Engineer-in-Charge.
25
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Supply and fixing of 40 mm dia Gun metal globe or gate valves with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge.
1
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Supply and fixing of 20 mm dia Gun metal globe or gate valves with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge.
2
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Material and labour for Masonary valve chamber 750 x 750 x 750 mm for 40mm dia gate valve including excavation and earth work in any type of soil and 100mm thick PCC 1:4:8 type D-2 foundation, brick work in CM (1:6), plastering internal surface 15mm thick in CM (1:4), PCC 1:3:6 type C-1 coping 50 x 50 x 6mm, angle iron 6mm thick with MS plate cover complete with locking arrangement, painting on steel and iron surfaces with two coats of synthetic enamel paint over a coat of zinc chrome primer complete all as specified and directed by Engineer-in-Charge.
1
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Material and labour for drilling and tapping cast iron/ ductile iron/ GI water mains (in each position) for branch connection of the internal dia of 40mm bore complete all as specified and directed by Engineer-in-Charge.
1
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Material and labour for Point wiring using proper colour coding complete with 1100 Volts grade 1.5 Sqmm, single core, PVC insulated, unsheathed cable with multistranded copper conductor with ISI mark FRLS grade, conforming to IS-694 in and including PVC medium grade conduit not less than 20mm dia. ISI marked with all accessories concealed in wall/ ceiling/ floor /roof etc. including suitable size modular boxes (MS) for housing of modular switches/ sockets and cover plate etc. with 2 mm thick plastic laminated sheet cover having necessary cutting for fixing switches/ sockets including 1.5 Sqmm PVC insulated, unsheathed, multistranded copper conductor, FRLS 1100 volts grade (green colour) as earth wire, connected to common earth dolly for :-
-
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One light point controlled by one 6 Amp, one way switch.
15
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One ceiling fan/ exhaust fan controlled by one 5 Amp, one way switch and regulator
7
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One 5 pin, 5 amps switch socket outlet point on same board.
4
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One 5 pin, 6 amps switch socket outlet point on independent board.
4
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All as per Srl Item No. 89.00 but 4.0 Sqmm copper conductor wiring with 4.0 Sqmm copper conductor as earth continuity for 15 Amp switch socket combination complete all as specified and directed by Engr-in-Charge.
8
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Supply and fixing of switch modular type single pole one way 6 Amp including suitable size of modular cover with frame etc complete all as specified and directed by Engineer-in-Charge.
30
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Supply and fixing of modular switch 1 way 16 Amp, 1 module complete all as specified and directed by Engineer-in-Charge.
8
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Supply and fixing of modular socket, 6/16 Amp, 2/3 pin combined, 2 module complete all as specified and directed by Engineer-in-Charge.
8
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Supply and fixing of modular socket, 6 Amp, 2/3 pin combined, 2 module complete all as specified and directed by Engineer-in-Charge.
8
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Supply and fixing of fan step regulator, 120 W, four stepped, 2 module complete all as specified and directed.
6
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Supply and fixing of ceiling rose 65x17mm of three terminals PVC/ polycarbonate, isolated body (ISI marked) complete all as specified and directed.
18
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Supply and fixing of pendant holder PVC/ polycarbonate type with cord grip cap suitable for pendant fittings complete all as specified and directed.
4
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Supply and fixing of BLDC type ceiling fans, 5 star rated along with guard wire, pearl ivory colour complete with three blade, down rod, electronic remote control regulator, shackle, canopy, screw and nuts and all other standard accessories, min air delivery of ceiling fan 210 CFM with service value 6.00 BEE with brushless direct current motor accessories 230V, 1200mm sweep complete all as specified and directed by Engr-in-Charge.
6
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Supply and fixing of exhaust fan, steel body, AC single phase, 230 V of size 300mm sweep with blades, frame and louvers complete all as specified and directed by Engr-in-Charge.
1
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Supply and fixing of batten integrated LED channel 18 watt (integral sleek extruded polycarbonate body LED with white acrylic cover) tube light fitting wall mounted complete with rod, driver and all other accessories including connection with flexible cable copper conductor twin core of size 23/0.2 mm upto ceiling rose/ connector complete all as specified and directed by Engr-in-Charge.
9
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Supply and fixing of building security light fitting with LED type 35 watt optic lenses with all necessary, clear transparent acrylic cover, prewire suitable to operated on 230 volt 50 Hz AC and fixing to wall/ on pole including fixing arrangement with suitable galvanized iron pipe 32 mm bore light grade brackets 1.5 mtr length bent to shape to obtained required shape including clamps, nuts/ bolt/ washers etc connecting with suitable flexible copper wire of size 23/0.0076 complete all as specified and directed by Engr-in-Charge.
2
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Supply and fixing of Sheet metal enclosures factory made (Double door) for DBs, single pole and neutral, 240 volts, 12 ways fixed on walls including connecing both incoming and outgoing cable termination with proper taping, lagging, testing and commissioning complete all as specified and directed by Engr-in-Charge.
1
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Supply and fixing of MCB single pole and neutral 40 Amp, 230 volt 'C' series, 25 KA complete all as specified and directed by Engr-in-Charge.
1
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Supply and fixing of MCB single pole 6 to 32 Amp, 240 volt, 'C' series, 10KA complete all as specified and directed by Engr-in-Charge.
10
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Material and labour for earthing complete with Galvanised iron earth plate electrode 60x60cmx6mm thick burried 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 Mtr below normal ground level, connected to galvanised iron earth lead wire 4mm dia by means of bolts, nuts, check nuts and washers of GI or steel all as shown in electrical plate No. 3 of SSR Part-I (2009) connected to earthing test point/transformer/panel all as specified or indicated and testing on completion as directed by the Engineer-in-Charge including necessary excavation & earth work in any type of soil, funnel, PCC chamber (1:2:4) type B-1, precast RCC pit cover with frame, charcol, salt including provision of earth lead protected by 15mm dia light grade GI pipe and 20mm dia medium grade GI Pipe for watering complete all as specified and directed.
Note : (i) The unit rate quoted by the bidder shall include for GI water pipe, protection pipe, wire mesh, funnel, excavation, RCC pit cover, PCC, test point, GI earth strip/ lead wire from top of earth plate upto 7.5 mtr. (ii) PCC pit shall be provided at least 1.5m away from the earth pit and extra cost of additional length of water pipes and fixing junction, elbows etc. shall deemed to be included in the unit rate quoted by the bidder.
(iii) Precast RCC 1:2:4, type B-1 pit cover shall be 80 mm thick.
(iv) On testing after completion of earthing if the desired earth resistance is not obtained earthing will be re-done by the contractor at his own risk and cost to the entire satisfaction of Engr-in Charge.
1
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Supply, laying and testing cable XLPE Insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 35 sq mm 2 core complete all as specified and directed by Engineer-in-Charge.
50
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Supply, laying and testing cable XLPE Insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 70 sq mm 3.5 core complete all as specified and directed by Engineer-in-Charge.
30
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Relaying and rerouting of existing XLPE cable in trenches complete all as specified and directed by Engineer-in-Charge. Note : Earth work for the same shall be considered and paid under respective items.
40
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Supply and fixing bus bar boxes (bus bar chamber box) of LT 415 Volt, 200 Amps, 8 way TPN, aluminium bus bars fixed on MS angle 45 x 45 x 5mm thick having 6 mtr geight including providing the electrical connection for incoming/ outgoing cable through proper lugs/ thimbles complete all as specified and directed by Engineer-in-Charge.
1
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Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth for foundation or for shafts, wells, cesspits, manholes, pier holes, cables etc n. exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.
50.35
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-
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Returning, filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed by Engineer-in-Charge.
105
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-
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Removing surplus soil to a distance not exc. 50m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and directed by Engr-in-Charge.
50.5
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Material and labour for sand cushioning to cable with a layer of sand 8 cm deep before laying the cable and 15 cms deep after laying the cable (punned down to 18 cms depth after laying and stretching of cable ) complete all as specified and and as directed by Engineer-in-Charge.
7
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Supply and laying of well burnt old size sub class 'B' bricks laid in trenches over the cable (with length of bricks) perpendicular to the direction of cable, for cable protection complete all as specified and as directed by Engr in Charge.
0.36
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Supply and laying of GI pipe 40 mm dia, 'light grade', galvanised with all fitting laid in trenches for cable protection complete all as specified and directed by Engineer-in-Charge.
12
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Material and labour in replacement for earthing complete with GI earth plate electrode of size 600 mm x 600 mm x 6 mm thick buried directly in ground vertically at a depth not less than 2.25 mtr below normal ground level with top edge of earth plate at depth not less than 1.5 mtr below normal ground level surrounded from all sides by 15 cm thick and packed layer of charcol dust and common salt filling in alternate layers and electrode connected by galvanised iron strip 32 mm x 6 mm by means of bolts, nuts, check nuts and washers etc., connected to test termination point protected by 40mm bore GI pipe light grade for protection of earth lead and connected to control board or transformer neutral earth or as directed by Engr -in-Charge and GI pipe light grade 20mm bore for watering and including funnel, wire mesh, RCC pit cover and PCC chamber pit with PCC (1:3:6) type C-1 pre-cast cover RCC cover slab of size 540 x 540 x 50 mm with one handle made out of 8 mm dia round bar including excavation and earth work, disposal of surplus soil to a distance not exceeding 50 mtr all as specified and shown in electrical plate No 3 of SSR Part - I (2009) complete all as specified and directed by Engr-in-Charge. Note : (i) The unit rate shall include for GI water pipe, protection pipe wire mesh, funnel, excavation, RCC pit cover, PCC, test point, G I strip 32 X 6 mm from top of earth plate upto 7.5 mtr.
(ii) PCC pit shall be provided at least 1.5m away from the earth pit and extra cost of additional length of water pipes and fixing junction, elbows etc. shall be deemed to be included in the unit rate. (iii) RCC pit cover shall be percast of 80 mm thick RCC 1:2:4, type B-1.
(iv) On testing after completion of earthing if the desired earth resistance is not obtained earthing will be re-done by the contractor at his own risk and cost to the entire satisfaction of Engr-in Charge.
2
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-
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