Military Engineer Services Tender
View complete overview of Nagaland MES Tender
Costs
EMD
₹ 84,000Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Provn Of Xxxx Storage At Xxx Complex Building No T-236 T-237 T-238 T-240
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_MES_677163_1Tender No
8675/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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.
47.33
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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.
93.68
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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.
34.93
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-
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.
23.45
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-
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.
65.99
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Material and labour treating the soil under plinth protection at the rate of 5 litres of ATT chemical emulsion per square metre of surface area complete all as specified and directed.
83.79
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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.
51.2
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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.
9.95
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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.
6
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Material and labour for 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 GE.
29.9
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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.
93.96
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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 GE.
12.27
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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 shape with rough finished surfaces of concrete complete all as specified and as directed.
129.39
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Material and labour for 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 GE.
10.78
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-
Material and labour for 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 GE.
5.3
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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.
119.15
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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 GE.
1.43
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-
Material and labour for formwork to chullah hoods, chajjas, troughs and similar items including edges complete all as specified and as directed.
9.54
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-
Material and labour for providing precast cement 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.
0.68
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-
Supply & Fixing Reinforcement using TMT 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 qualsecuring with clips all as specified and directed.
4319.64
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Supply & Fixing Reinforcement using TMT steel bars, Fe500, 6 to 8mm dia, 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 qualsecuring with clips all as specified and directed.
195
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-
Supply & Fixing Reinforcement using TMT steel bars, Fe 500, of 5mm dia and over upto includig 10mm dia in stirrups spacers and binders complete all as specified and directed.
2192.53
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-
Material and labour for brick 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.
31.79
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-
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 1:4 including 2 Nos of 6mm dia bars at every fourth course of brick work complete all as specified and as directed.
34.21
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Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape etc., n exc. 1.5m high from base complete all as specified and as directed.
6.48
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-
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.
11.3
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Material and labour Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
4.86
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-
Material and labour for 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 layer complete all as specified and as directed.
64.8
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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.
74.68
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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 slabs over and including rendering of 10mm thick in cement mortar 1:3 complete all as specified and as directed.
11.94
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Material & Labour for joint free non skid ceramic coloured tiles 7 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 AGE(I)/GE.
53.07
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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 AGE(I)/GE.
122.02
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Material and labour for 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.
96.86
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Material & Labour for rendering 15mm thick in cement mortar 1:4 including mixing with water proofing compound @ 2% weight of cement on brick masonry surface even and smooth without using extra cement complete all as specified and as directed.
Note: Water proofing compound will be measured and paid separately.
138.94
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-
Material and labour for preparation of newly plastered wall surfaces and applying two coats of Cement based Paint over a coat of alkali resistant primer complete all as specified and as directed.
138.94
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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.
33.16
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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.
807.38
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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.
106.56
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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.
17.52
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-
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.
23.56
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-
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 primer complete all as specified and directed.
30.91
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-
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.
32.4
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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.
6.84
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-
Material and labour for preparation of new wooden surface exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed.
19.65
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-
Supply and fixing Aluminium anodised barrel tower bolt of extruded section and fixed 200 mm long complete all as specified and as directed.
3
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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.
3
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-
Supply and fixing 100 mm size, medium weight Butt Hinges, cold rolled, mild steel including fixtures complete all as specified and as directed.
18
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-
Supply and fixing aluminium anodized handles 125mm long extruded, cast type complete all as specified and directed.
12
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-
S&F powder coated Anodised aluminium frame (minimum thickness of powder coating 50 micron) for doors, windows, partitions and ventilators with or without rebates including joining cleats for fixing etc. complete all as specified and as directed.
8.22
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-
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
3.6
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-
Supply and fixing 4 mm thick figured glass, pin head type, fixed with rubber beading complete all as specified and as directed.
3.12
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-
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.
14.73
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-
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.
14.73
-
-
Material and labour for preparing newly plastered wall surfaces and applying three coats of white washing complete all as specified and as directed.
96.86
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-
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.
70.73
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-
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.
104.89
-
-
Supply only integral water proofing compound (WPC) of best quality (ISI marked on packet) complete all as specified and as directed.
2
-
-
M & L for rendering 15mm thick in cement mortar 1:6 on brick masonry/ concrete surface even and smooth without using extra cement complete all as specified and as directed.
60
-
-
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.
0.75
-
-
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.
1.65
-
-
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.
2.56
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-
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
40
-
-
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 courses with maximum depression on face from straight edge held against the dressed surface n exc. 20mm complete all as specified and as directed.
70
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-
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.
7.8
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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.
6.5
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-
Supply and laying 75mm bore PVC [SWR] pipes in single piece without joint as weep hole in retaining wall complete all as specified and as directed.
120
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-
Material & Labour for Hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and as directed.
20
-
-
Material and labour for point wiring (surface type) for one light/fan/call bell point with 1.5 sqmm PVC insulated (FR-LSH) unsheathed copper cable multistranded conductor 1100 volts grade controlled by one way switch including 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 accessories and 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.
20
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-
All as per item No 71 above but for 3 pin 5 Amp socket outlet point controlled by one switch on the same board complete all as specified and as directed.
3
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All as per item No 71 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.
2
-
-
All as per item No 71 above but with FRLSH stranded copper conductor 2.5 sqmm (nominal area), two single core, PVC insulated and unsheathed cable 1100 Volt grade ISI-694 marked for 3 pin, 15 Amp switch socket outlet, independent board, including FRLSH PVC insulated stranded copper conductor 2.5 sqmm (nominal area) single core as earth continuity conductor to common earth and connecting to earth dolly.
5
-
-
Supply & fixing Switch socket combination 2 in 1, 5 pin, 5 and 15 Amp flush type universal controlled by one switch flush type complete all as specified and directed.
5
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-
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.
2
-
-
Supply and fixing socket outlet, 2 in1, 6 A, 3 pin, flush type complete all as specified and as directed.
3
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-
Supply and fixing ceiling rose, PVC/polycarbonate, isolated body surface bakelite, 65mm x 25mm, ISI marked three terminals complete all as specified and directed.
16
-
-
Supply & fixing switch piano flush type (ISI marked), single pole, one way 5 Amp, 240 Volts complete all as specified and directed.
23
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-
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.mm complete all as specified and as directed. Note: Light fitting shall be of PF0.95
14
-
-
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.
1
-
-
Supply and fixing of MCB DB SPN 4 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.
1
-
-
Supply and fixing of MCB DB SPN 2 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.
2
-
-
Supply & Fixing of MCB SP of capacity 6-32 Amps, 240 V, 10 KA 'C' curve complete all as specified and directed.
8
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-
Supply & Fixing of MCB DP of capacity 40-63 Amps, 240 V, 10 KA 'C' curve complete all as specified and as directed.
Note for serial Item No. 81 to 85: MCB and MCB DB shall be of same make as approved by AGE (I).
4
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-
Supply & Fixing Supply and fix exhaust fan made of sturdy Engineering plastic complete with louvers shutter, voltage 230V, 50 Hz, RPM 1200, Copper winding of sweep 300mm and connecting up with twin core PVC insulated, sheathed flexible copper conductor cable of size 1.5 Sq.mm including making holes on the wall and making good to the disturbed surfaces complete all as specified and as directed.
2
-
-
Supply and fixing 1100 volts grade heavy duty twin core 16 sqmm cable PVC insulated aluminium stranded conductor, served with inner sheathing of PVC tape and overall PVC sheathed in service connections suspended by insulating hangers not more than 1 metre apart including 4mm suspension wire complete all as specified and as directed.
30
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-
Material & Labour for sub main wiring with two single core PVC insulated unsheathed 1100 volt grade multi stranded FRLS Copper conductor cable of size 6.0 sqmm (Nominal area) drawn through in and including PVC Casing/ 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 6.0 sqmm as earth lead and connected to earth dolly complete all as specified as directed. Note : (i) 3 Runs of 6.0 Sqmm cable and one run of PVC Casing/ Caping shall be measured as one unit length.
10
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-
Material & Labour for sub main wiring with 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 PVC Casing/ 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.
30
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-
Material and Labour for House service bracket (hook type complete with 3.0m long G.I. pipe 40mm dia Medium grade, two nos. 90 degree bends, M.S. hook and stay or guy complete all as specified and as directed.
2
-
-
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 PF0.95
4
-
-
Taking down LT steel tubular swaged pole, (Overall length 9.00 meter) carefully alongith all connection, cast iron base plate, finial taper plug, bolts, nuts and washers, screws., Shifting and reinstalling with all accessories, the same at distance of not more than 10m complete all as specified and as directed.
Note: (a) Cost of following provision shall have demmed to be included in unit quoted rate:-(i)Earth work(Size of foundation 0.45x0.45x1.65m), (ii)150mm thick bedding layer of PCC 1:4:8 type D-2, 40mm graded stone agreegates, (iii) PCC foundation filling of size 0.45x0.45x1.5m, PCC 1:3:6 type C-2, 40mm graded stone agreegates,
(iii) PCC coping of size 0.45x0.45x0.15m, PCC 1:2:4 type B-1, 20mm graded stone agreegates, (iv) Cost of transportation
1
-
-
S & F Single Pointed Air Termination Aluminium Rod 12 mm dia and 300 mm long, fixed on base plate made of PVC including necessary fasteners fixed for Lighting Protection with necessary connections to earthing etc complete all as specified and as directed.
4
-
-
S & F Test Point Terminal Block made of Gun Metal or Phosphorus Bronze of size 75 X 75 X 25 mm drilled and screwed including 3 Nos 8 mm dia 25 mm long hexagonal head screw complete all as specified and as directed.
2
-
-
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 dia by 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. o the department.
2
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-
Materials and labour for earthing complete with Copper earth plate electrode 600 mm x 600 mm x 3.15 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 copper strip of 20 x 3mm size by means of nuts, bolts, check nuts and washers made of galvanised iron or steel earthing lead to be protected by galvanised iron pipe of 40mm 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 completion 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.
2
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