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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹28.5 LAccepted-AOC | ₹28.5 L | L-1 | Accepted-AOC Award of contract |
| 2 | L-2₹29.9 LRejected-Finance | ₹29.9 L | L-2 | Rejected-Finance Not Being L-1 |
| 3 | L-3₹32.7 LRejected-Finance | ₹32.7 L | L-3 | Rejected-Finance Not Being L-1 |
| 4 | Rejected-Technical C O BASHIR AHMAD LAWAY ABI GUZAR SRINAGAR 190001 J K | SRINAGAR | JAMMU AND KASHMIR | 190001 | - | - | Rejected-Technical No in WLR for the QE Sep 2025 of HQ CE NC |
| Sl No | Description | Qty | Unit | M/S GHULAM MOHIUDDIN RATHER L3 | M/S BILAL AHMAD BHAT L1 | M/S NEW IQBAL ENTERPRISES L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in Hard /dense soil complete all as specified and as directed by Engineer-in- charge. | 50.96 | Cum | 200 ₹10,192 | 150 ₹7,644 | 270 ₹13,759.20 |
| 2.00 | Material & Labour for Cement concrete 1:4:8, Type D2 , using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge. | 8.43 | Cum | 4,000 ₹33,712 | 3,000 ₹25,284 | 2,800 ₹23,598.40 |
| 3.00 | Material & Labour for Reinforcement Cement Concrete M-25 Design Mix as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete ccomplete all as specified and as directed by Engineer-in-Charge.
NOTE :- Form work and Steel reinforcement shall be measured and paid separately under appropriate items of Schedule 'A' BoQ.separate items. | 15.59 | Cum | 8,000 ₹1.2 L | 7,500 ₹1.2 L | 8,000 ₹1.2 L |
| 4.00 | Material & Labour for Reinforcement Cement Concrete M-25 Design Mix as in Columns, pillars, piers, posts and struts complete all as specified and as directed by Engineer-in-Charge.
NOTE :- Form work and Steel reinforcement shall be measured and paid separately under appropriate items of Schedule 'A' BoQ.separate items. | 13.06 | Cum | 9,000 ₹1.2 L | 7,500 ₹97,950 | 8,000 ₹1.0 L |
| 5.00 | Material & Labour for Reinforcement Cement Concrete M-25 Design Mix as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed by Engineer-in-Charge.
NOTE :- Form work and Steel reinforcement shall be measured and paid separately under appropriate items of Schedule 'A' BoQ.separate items. | 9.69 | Cum | 9,000 ₹87,192 | 7,500 ₹72,660 | 7,500 ₹72,660 |
| 6.00 | Material & Labour for Reinforcement Cement Concrete M-25 Design Mix as in Chajjas complete all as specified and as directed by Engineer-in-Charge.
NOTE :- Form work and Steel reinforcement shall be measured and paid separately under appropriate items of Schedule 'A' BoQ.separate items. | 6.45 | Cum | 9,000 ₹58,046.63 | 7,500 ₹48,372.19 | 7,000 ₹45,147.38 |
| 7.00 | Material & Labour for Reinforcement Cement Concrete M-25 Design Mix as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-Charge.
NOTE :- Steel reinforcement shell be measured and paid for seperate items. | 3.38 | Cum | 9,000 ₹30,420 | 7,500 ₹25,350 | 6,900 ₹23,322 |
| 8.00 | Material & Labour for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter on flat rough finished surface of concrete complete all as specified and as directed by Engineer-in-Charge. | 54.61 | Sqm | 150 ₹8,191.50 | 250 ₹13,652.50 | 280 ₹15,290.80 |
| 9.00 | Material & Labour for Formwork to sides of pillars, posts, struts, piers, columns and stanchions, in square, rectangular or polygonal on rough finished surface of concrete complete all as specified and as directed by Engineer-in-Charge. | 208.84 | Sqm | 150 ₹31,326 | 200 ₹41,768 | 280 ₹58,475.20 |
| 10.00 | Material & Labour for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. on flat rough finished surface of concrete complete all as specified and as directed by Engineer-in-Charge. | 123.07 | Sqm | 150 ₹18,461.10 | 200 ₹24,614.80 | 280 ₹34,460.72 |
Updated dates
Tender Value
₹35.9 L
EMD Value
₹71,800
Closing Date
9 Mar 2026, 6:00 pmClosed
GE 861 EWS
GE 861 EWS
PROVN OF CERTAIN REVENUE WORKS AGAINST JOB NO 12 REV 5S 2025 26 09 REV 5S 2025 26 10 REV 5S 2025 26 UNDER AGE BR P OF GE 861 EWS
2026_MES_751584_1
GE 861 EWS-71(T)/2025-26
Open Tender
Civil Works
180 days
GE 861 EWS
As per NIT
8 documents required · 8 mandatory
₹500
GE 861 EWS
₹71,800
GE 861 EWS
5 Jun 2026
6 Feb 2026
11 Mar 2026
6 Feb 2026
9 Mar 2026
23 Feb 2026
9 Feb 2026
Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in Hard /dense soil complete all as specified and as directed by Engineer-in- charge.
Material & Labour for Cement concrete 1:4:8, Type D2 , using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Reinforcement Cement Concrete M-25 Design Mix as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete ccomplete all as specified and as directed by Engineer-in-Charge. NOTE :- Form work and Steel reinforcement shall be measured and paid separately under appropriate items of Schedule 'A' BoQ.separate items.
Material & Labour for Reinforcement Cement Concrete M-25 Design Mix as in Columns, pillars, piers, posts and struts complete all as specified and as directed by Engineer-in-Charge. NOTE :- Form work and Steel reinforcement shall be measured and paid separately under appropriate items of Schedule 'A' BoQ.separate items.
Material & Labour for Reinforcement Cement Concrete M-25 Design Mix as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed by Engineer-in-Charge. NOTE :- Form work and Steel reinforcement shall be measured and paid separately under appropriate items of Schedule 'A' BoQ.separate items.
Material & Labour for Reinforcement Cement Concrete M-25 Design Mix as in Chajjas complete all as specified and as directed by Engineer-in-Charge. NOTE :- Form work and Steel reinforcement shall be measured and paid separately under appropriate items of Schedule 'A' BoQ.separate items.
Material & Labour for Reinforcement Cement Concrete M-25 Design Mix as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-Charge. NOTE :- Steel reinforcement shell be measured and paid for seperate items.
Material & Labour for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter on flat rough finished surface of concrete complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Formwork to sides of pillars, posts, struts, piers, columns and stanchions, in square, rectangular or polygonal on rough finished surface of concrete complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. on flat rough finished surface of concrete complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Formwork to chullah hoods, chajjas, troughs and similar items including edges on flat rough finished surface of concrete complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) on flat rough finished surface of concrete complete all as specified and as directed by Engineer-in-Charge.
Material and labour for mild steel TMT bars 10mm dia and over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia including making of rungs, handles etc complete all as specified and as directed by Engineer-in-charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)
Material and labour for Mild steel TMT bars 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 directed by Engineer-in-charge.(NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)
Material and labour for Mild steel TMT bars 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders etc. 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 directed by Engineer-in-charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)
Supply & Fixing Mild steel work 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 by Engineer-in-Charge.
Supply & Fixing Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and directed by Engineer-in-Charge.
Supply & Fixing Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and directed by Engineer-in-Charge.
Material & Labour for Brickwork with using old size burnt clay sub class ‘B’ old size bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Rendering 10mm thick on fair faces of brick work or concrete surfaces bult in cement mortar (1:4 finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Rendering 15mm thick on other than fair faces of brick work or concrete surfaces bult in cement mortar 1:6 finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Rendering 5mm thick on other than fair faces of brick work or concrete surfaces bult in cement mortar 1:3 finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Hardcore of broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for 100mm thick Plain cement concrete 1:4:8 , Type -D2 , using 40mm graded stone aggregae) as in sub base of floor finished complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for 40mm thick Plain cement concrete 1:2:4 , Type- B1 using 20mm graded stone aggregate) as in floor finihsed surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for 25mm thick Plain cement concrete 1:2:4 , Type- B1 using 20mm graded stone aggregate) as in floor finihsed surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for 50mm thick Plain cement concrete 1:3:6, Type C2 , using 40mm graded stone aggregate as in plinth protection finihsed surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for 2nd class hard wood Plain fillets. square, rectangular or triangular in section, clean sawn, bull nosed, splayed, chamfered or rounded on one edge or face secured with nails or brads exceeding 13 Sqcm and not exceeding 25 sqcm complete all as specified and directed by Engineer-in-Charge.
Material & Labour for 2nd class hard wood Plain fillets. square, rectangular or triangular in section, clean sawn, bull nosed, splayed, chamfered or rounded on one edge or face secured with nails or brads exceeding 06 Sqcm and not exceeding 13 sqcm complete all as specified and directed by Engineer-in-Charge.
Material & Labour for 2nd class hard wood Plain fillets. square, rectangular or triangular in section, clean sawn, bull nosed, splayed, chamfered or rounded on one edge or face secured with nails or brads not exceeding 03 sqcm complete all as specified and directed by Engineer-in-Charge.
Material & Labour for 4mm thick Veneered decorative plywood, grade 1,(with BWR resin) with decorative face veneers on one faces; fixed with screws to timber frame work as in ceiling complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for 2nd class hardwood Plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, supplied and fixed complete all as specified and as directed by Engineer-in-Charge.
Supply and Fixing Factory made 35mm thick framed, panelled shutter (two panel) with lock rail made of 2nd class Hard wood and panel of 9 mm B.W.P. 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 complete all as specified and directed by Engineer-in-Charge. Note: Butt Hinges, Tower bolts, Handles , sliding door bolts and painting shall be measured and paid seperately under appropriate items of schedule 'A' BoQ.
Supply & Fixing 200mm long aluminium anodised barrel tower bolts of extruded section and fixed complete all as specified and as directed by Engineer-in-Charge.
Supply & Fixing 100 mm long Butt hinges, cold rolled mild steel, medium weight, complete all as specified and as directed by Engineer-in-Charge.
Supply & Fixing 150 mm long Extruded aluminium alloy handles, fabricated type polished complete all as specified and as directed by Engineer-in-Charge.
Supply & Fixing Mild steel work as in Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and as directed by Engineer-in-Charge.
Material and Labour for preparing of new wood or wood based surfaces of any description over 10 cm width or girth and applying two coat of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by Engineer-in-charge.
Material and Labour for preparation of newely Steel Surfaces of any description, over 10cm in width or girth,not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for preparation of newely plastered Surfaces on walls and applying two coats of oil Emulsion distemper complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for preparation of newely plastered surfaces on walls and applying two coats of cement based paint over with and including one coat of alkali resistent primer complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for preparation of newely plastered surfaces on ceiling and applying three coats of white wash over with and including one coat of chalk white primer complete all as specified and as directed by Engineer-in-Charge.
Supply & Fixing 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.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. in any type of soil complete all as specified and as directed by Engineer-in-Charge.
Removing excavated material of any type of soil not exceeding 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed by Engineer-in-Charge.
Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft / loose soil complete all as specified and as directed by Engineer-in-Charge.
Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Providing, cement concrete 1:2:4 type B1 using 20mm graded stone aggregates as in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and as directed by Engineer-in-Charge.
Material and labour for concealed Point wiring using approved colour coding as per IS (Red, Black and Green for single phase circuits), in new PVC conduit complete with and including 1.5 Sqmm two single core PVC insulated, multistranded, unsheathed, FRLSH copper conductor cable 1100 volt grade ISI Marked , drawn through with and including new PVC rigid conduit 20mm dia ( heavy duty ) ISI marked with valid CML No.(IS-9537-1983 for conduits and IS:3419:1976 for conduit accessories) with all new fittings and all accessories i.e pipe bend pipe hook, elbow,junction box, pressed steel powder coated sunken box of suitable size (min 60mm deep, suitable length and 1.2mm thick ) and flush fixed with cement mortar 1:4 , 3mm thick bakelite plastic laminated sheet for mounting with frame and top cover for switches 5Amp/6Amp , socket outlet 5Amp/6Amp and fan regulator, for light / fan point controlled by one way switch 5Amp / 6Amp, top cover fixed with brass screws & cup washers, with and including one single core 1.5 Sqmm FRLSH PVC insulated multi strand copper conductor cable 1100 volt grade (ISI marked ) (as in green colour) as continues earth wire connected to earth dolly etc. with and including cutting chases (as required) and making good surfaces to match with adjoining surface complete all as specified and as directed by Engineer-in- charge . Notes for serial item nos. 50.00 to 53.00 : (i) switches one way 5 /6 Amp , socket out lets 5 /6 Amp, two way switches 5 /6 Amp and Bell push switch shall be measured and paid seperately under respective items of Schedule'A' BoQ. (ii) The rate of cutting chases (as required) and making good surfaces to match with adjoining surface is included in this item and nothing shall be paid extra on this account. (iii) On RCC roof / ceiling PVC conduit shall be provided on surface with proper fixing clips as directed by Engineer-in- Charge.The rate of this element is included in this item and nothing shall be paid extra on this account.
All as per srl item No-50 here in before but for one 3 pin 5A socket outlet independent controlled by one switch complete all as specified and as directed by Engineer-in-Charge.
All as per srl item No-50 here in before but for one 5A socket outlet on the same board controlled by one switch complete all as specified and as directed by Engineer-in-Charge.
All as per srl item No 50.00 of BoQ here-in-before but 2.5 Sqmm two single core PVC insulated, multistranded, unsheathed, FRLSH copper conductor cable 1100 volt grade ISI Marked with and including one single core 2.50 Sqmm FRLSH PVC insulated multi strand copper conductor cable 1100 volt grade (ISI marked ) as continues earth wire connected to earth dolly etc for 3 pin socket outlet 15 Amps with complete all as specified and directed by Engineer-in-Charge.
Supply & fixing switch piano flush type, 05 / 06 Amps single pole, one way 240 volts complete all as specified and as directed by Engineer-in-Charge..
Supply & fixing Switch socket combination out let 5 amps 5 pin flush type, 230 volts complete all as specified and as directed by Engineer-in-Charge.
Supply & fixing Switch socket socket out let, 6 pin 5 and 15 amps multi purpose 2 in 01 flush type, 230 volts complete all as specified and as directed by Engineer-in-Charge.
Supply & fixing lamp holder (Angular / Straight), insulated body, with back plate for batten fitting all as specified and directed by Engr-in-Charge
Supply & fixing decorative ultra slim linear LED 18 Watt 4' long lighting fixture with extruded al heat sink, environment friendly, energy efficient ready to use pack including LED tube complete with inbuilt electronic driver, PCB, connector block etc. including connecting up three copper flexible cable from ceiling rose to fittings including connecting up and fixed on including two nos PVC square box of required size complete all as specified and as directed by Engineer-in-Charge. Notes: (a) Contractor has to furnish a replacement warranty of 02 years for LED Light fittings complete including from the certifiy date of completion of CA. The product will be replaced free of cost in the following case :- (i) Manufacturing defects. (ii) Failure due to mechanical and electrical impact. (iii) Drop in lumen (or lux at 1 m) below 90% of clamied values of lumen(or lux at 1 m) of the LED /Luminaries. (b) All LED light must meet the provision laid down in IS - 16101, 16102 Part -I/II,16103 Part -I, 16104,16105,16106, 16108/2012 and 15885 Part -II / Section 13. (c) Scope of work shall include LED Light fittings walls/ceiling which includes needful T & P and required accessories etc if any, complete including making connection, testing etc complete. No extra payment is admissible on these account.
Supplying and fixing LED bulk head fitting 9 W in engineering plastic housing with clear prismatic diffuser, including LED lamp and all acessories for fixing on wall complete all as specified and as directed by Engineer-in-Charge.(a) Contractor has to furnish a replacement warranty of 02 years for LED Light fittings complete including from the certifiy date of completion of CA. The product will be replaced free of cost in the following case :- (i) Manufacturing defects. (ii) Failure due to mechanical and electrical impact. (iii) Drop in lumen (or lux at 1 m) below 90% of clamied values of lumen(or lux at 1 m) of the LED /Luminaries. (b) All LED light must meet the provision laid down in IS - 16101, 16102 Part -I/II,16103 Part -I, 16104,16105,16106, 16108/2012 and 15885 Part -II / Section 13. (c) Scope of work shall include LED Light fittings walls/ceiling which includes needful T & P and required accessories etc if any, complete including making connection, testing etc complete. No extra payment is admissible on these account.
Supply & fixing of ceiling rose, 3 phase/PVC/polycarbonate isolated body complete all as specified & directed by Engineer -in- Charge.
Supply and fixing sheet metal enclosure double door, single pole and neutral, AC, 240 volts, 4 way, with 200 Amps rated copper bus bar and IP - 43 protection with metal double door and flush to wall including all cutting on wall and making good including two coats of white/colour washing/distempering etc to match the existing disturbed surfaces complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing MCB, SP, AC, 240 volts "B" series capacity of 06 to 32 Amps, 10kA and making connections complete all as specified and as directed by Engineer-in-Charge.
Supply & fixing MCB, DP (Double Pole), AC, 240 volts, B series capacity 22 Amps to 40 Amps 10kA and making connections complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing Wall mounted fans complete with accessories, 230 V, 450 mm sweep complete all as specified and as directed by Engineer-in-Charge.
Material & labour for earthing complete with galvanised mild steel earth plate electrode 60cmx60cmx6mm thick buried directly in ground (earth pit not less than 2.25mtr deep below ground level) with top edge of the plate not less than 1.5mtr below normal ground level steel earth plate connected with GI wire 04mm dia by means of lug, bolts, nuts, check nuts, washers of galvanised iron or steel GI protection pipe 15mm bore light grade all as shown in elect plate No.3 of SSR part I connecting to main switch board / Main DB’s including excavation, earth work, salt and charcoal dust mixed and packed 150mm thick around GI earth plate, GI pipe medium grade 20mm nominal bore watering pipe GI sheet funnel wire mesh, concrete pit, RCC cover in PCC 1:2:4 type B1 duly reinforced with MS Bars 6mm dia at the rate of 150mm center to centre both way with suitable lifting handle and pit / chamber in PCC 1:3:6 type C1 , for pit cover including testing on completion complete all as specified and as directed by Engineer-in-Charge. Note:-After completion of work if desired test result is not obtained the earthing is to be redone without any extra cost to deptt.
Supply, laying fixing, testing in repair of XLPE under ground LT cable 1100 volts grade of size 10 Sqmm 2 core armoured, PVC sheathed with aluminium conductor heavy duty laid in tranchies, fixing on wall/ pole, under road crossing through protection pipe etc complete all as specified and as directed by Engineer-in-Charge.
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